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Phase II Sewer Area Study including City Hall, Tennis Court Site, & Upstream Properties October 2019CITY OF ROLLING HILLS SEWER AREA STUDY INCLUDING CITY HALL, TENNIS COURT SITE, and UPSTREAM PROPERTIES PHASE II Prepared Under the Supervision of Tyrone Peter, P.E. R.C.E. No. 81888 W I LLDAN �J� Willdan Engineering 2401 E. Katella Avenue, Suite 300 Anaheim, California 92806 (714) 940-6300 OCTOBER 2019 1 0 INTRODUCTION The City of Rolling Hills, CA ("City") has retained Willdan Engineering to conduct research and analysis of the existing sanitary sewer lines in Rolling Hills Road between Palos Verdes Drive North and Crenshaw Boulevard (See Appendix B). Properties within the City upstream of this sewer are not currently served by sanitary sewer lines. This study analyzes the existing sewer system within Rolling Hills Road for the existing and proposed conditions. The existing condition analysis determines properties currently served by the sewer and the flow condition of the pipes. The proposed condition extends the sewer system south to just beyond the intersection of Rolling Hills Road and Palos Verdes Drive North to serve the "Project Area" which is the City of Rolling Hills City Hall, the City of Rolling Hills Tennis Court Site and, in the future, the properties upstream. Note that Rolling Hills Road becomes Portuguese Bend Road south of Palos Verdes Drive North. The flow generated by the Project Area propertiesis added to the existing system and the flow condition of the pipes is analyzed to determine the impact to the system and determine any required improvements to the existing system. The previously completed Phase I feasibility study completed for the City reviewed three altemative pipeline routes with related costs and their respective pros and cons for each. Evaluation of the alternatives ruled out one due to needed upgrades of an existing lift (pump) station, and another due to accessibility for maintenance and impacts to traffic flow during construction and the annual maintenance of the pipe in that alignment. The remaining alternative is the one being studied in this report, extending the gravity flow sewer located in Rolling Hills Road approximately 1,200 feet south to Palos Verdes Drive North. The Project Area and the sewershed downstream are within Sanitation Districts of Los Angeles County District ( San District) No. 5 (See Appendix A). 2 SEWER AREAS Existing Sewer Area — See Appendix B The sewer currently serves parcels located north of Palos Verdes Drive North generally along Rolling Hills Road. The parcels served are within the City of Rolling Hills Estates, the City of Torrance, and Los Angeles County. The existing sewer terminates approximately 1,200 feet north of Palos Verdes Drive North, within the City of Rolling Hills Estates. From the termination point, the sewer flows north in the City of Rolling Hills Estates for approximately 2,600 feet, and then approximately 800 feet within the City of Torrance where it connects to the Palos Verdes North Slope Relief Trunk Sewer Sec 1B CSD No. 5 in Crenshaw Boulevard. The trunk sewer pipeline is owned and operated by the County Sanitation Districts of Los Angeles County. The sewer within the City of Rolling Hills Estates is maintained by the Los Angeles County Department of Public Works (LACDPW) and the sewer with the City of Torrance is maintained by the City of Torrance. Proposed Sewer Area — See Appendix B The proposed sewer area includes the existing sewer area plus the Project Area. To provide sanitary service to the Project Area, the sewer line must be extended south in Rolling Hills Road to beyond Palos Verdes Drive North. Again, note that Rolling Hills Road becomes Portuguese Bend Road south of Palos Verdes Drive North. Currently the waste discharge flows from both City Hall and tennis court facilities are received into an existing septic tank located on the city hall site. The residential parcels within the Project Area are not currently connected to sanitary sewer. A topographical analysis of the upstream parcels was conducted to determine which parcels may feasibly drain to the proposed sewer (See Appendix C). The analysis determined 235 residential parcels within in the upstream portion of the Project Area which are feasible to drain to the sewer 3 system. Note that for these parcels to drain to the sewer system may require pumps and easements, which is beyond the scope of this report. METHODOLOGY This study performs analyses of the sanitary sewer line in Rolling Hills Road in the Existing and Proposed Conditions. The Existing Conditions model determines all parcels currently conveying to the sanitary sewer line and analyzes the hydraulic characteristics of the flow in the pipes. The • Proposed Conditions model builds upon the Existing Condition model by extending the sanitary sewer south to Palos Verdes Drive North and adding the flows from the Project Area to the system. The hydraulic characteristics of the flow in the pipes is analyzed for the Proposed Conditions also. To perform these analyses, the following information is required: 1. Information on the existing sewer: pipe size, slope, and lengths 2. Information on the zoning and land use of the contributing parcels 3. Information on the contributing parcel sizes Information for the first item was obtained through research of available as -built information online and at the Cities of Rolling Hills Estates and Torrance. Available relevant as -built information is contained in Appendices D and E. Appendix D contains the mapping of as-builts available from LACDPW. This information was analyzed and it was determined that information on documents PC07160, and PC07786 provide relevant information. Appendix E contains these documents as well as information from the San District (5-P-92 Trunk Sewer Crenshaw Blvd), City of Torrance (documents ss_116 and SS -0043), and as-builts for the storm drain within Rolling Hills Road (SD- PD038889). Appendix E also contains an exhibit showing the location of the as-builts relative to the existing sewer system. It should be noted that as -built information was not found for the very upstream end of the existing sewer system. However, the slope can be approximated from the 4 surface slope. The as-builts for the Storm Drain (SD-PD038889) indicate surface slopes as steep as 6%. This is confirmed with the GIS topographical information and Google Earth. However, to be very conservative, the sewer in this area was analyzed with a slope of 1%. When the project moves to final design, field survey will be conducted and the slope of the sewer will be accurately determined. Information for the second and third items was obtained by utilizing topographical, land use, zoning, and parcel information available online and in GIS databases. (See Appendix F) Information from Items 2 and 3 are utilized to determine the waste flow generated by the properties. The flow generated by the parcels is a multiplication of either the parcel acreage and a zoning flow coefficient, or a multiplication of the number of units in a zoning area and a corresponding flow coefficient. Discussion on the flow coefficients is contained in a following section of this report. Once the generated flow is determined, it is added to the sewer system proceeding upstream to downstream. The pipes between successive manholes are then analyzed to determine the hydraulic characteristics. This is accomplished by utilizing the as -built information obtained in Item 1 and performing hydraulic calculations in accordance with LACDPW requirements. The hydraulic modeling begins at the upstream end of the system and proceeds downstream. Flows from the contributing parcels are accumulated at the manholes in Rolling Hills Road where they enter the system. Each pipe segment is then hydraulically analyzed. LACDPW Capacity Policy (See Appendix G) defines capacity of the sewer mainline as: < 15" diameter '/z full = 100% Capacity (flow depth / pipe diameter) > 15" diameter 3/4 full = 100% Capacity (flow depth / pipe diameter) All pipes in the system are 8" diameter pipes, therefore the design capacity is '/2 full. Each pipe segment was then compared to the 100% capacity (1/2 full) value to determine its' relative 5 capacity, i.e., < 100% (< 1/2 full) is under capacity and > 100% (> full) is over capacity. Segments that are over 100% capacity are recommended to have the pipe size increased to bring that segment under capacity. As shown on the Exhibits in Appendix B, manholes 201 through 233 are within the City of Rolling Hills Estates. Manholes downstream thereof, numbers 2, 1, 9, 8, and 7 are within the City of Torrance. SEWER PIPE CAPACITY ANALYSIS As mentioned previously, the design capacity is 1/2 full for pipes < 15" in diameter. LACDPW requires that the pipe flow be calculated by using Kutter's formula, which is stated below: Q = AC(RS)^(1/2) C = 41.65 + (0.00281/S) + (1.811/n) 1 + (41.65 + 0.00281/S)n (R)^(112) Where A = Flow Area (sf) R = Hydraulic Radius (ft) S = Pipe Slope (ft/ft) n = 0.013 It is noted that for % full, R = Diameter / 4 Utilizing Kutter's Formula, the analyses determined the Design Capacity for each pipe segment. This was calculated within the spreadsheets in Appendices J-1 and J-2. As an independent check of the spreadsheet formula, Design Capacities were also calculated by. utilizing FlowMaster software. These calculations are provided in Appendices K-1 and K-2. 6 FLOW COEFFICIENTS Information regarding flow generation coefficients and rates was obtained from the LACDPW and the Sanitation Districts of Los Angeles County (San District). The LACDPW table (See Appendix H) provides information on Average Daily Sewage Flows for Various Occupancies and Zoning Coefficients based on zoning. The upper table values are gallons/day and must be multiplied by 2.5 to obtain peak flow values. The lower table values are in cfs/acre and are multiplied by the appropriate acreage to achieve peak flows. Engineering analysis must be provided to determine if it is appropriate to use coefficients based on Zoning or flow generation based on occupancy. The upper table does not provide flow generation rates for single family homes. The lower table provides values for R-1 through R-4 zonings. The Los Angeles County Zoning Ordinance (See Appendix F) was researched to provide information regarding lot sizes for R-1 through R-4 zones. A review of the zoning ordinance indicates that for R-1, the minimum lot size is 5,000 sf and zones 2 through 4 provide for more dense development. At 5,000 sf / lot, this allows for a density of 1 lot / 5,000 sf x 43,560 sf / acre = 8.7 lots / acre. The lots within the project area, and the contributing areas downstream of the project area, are much greater than 5,000 sf. The most dense development is 1.78 lots / acre (7 lots on 3.95 acres) on Singletree Lane. As the single family home development in the area has much greater lot sizes than R-1, it is not appropriate to use the R-1 zoning coefficient of 0.004 cfs/acre. Therefore, the San District information was researched to obtain appropriate generation rates for single family housing. The San District's Table 1 Loadings For Each Class of Land Use (See Appendix I) does provide a Flow of 260 gallons per day for Single Family Residential. This value was utilized in the analyses for all single family home developments and was multiplied by the peak factor of 2.5 to determine peak flow values. 7 For the remaining development types within the area, appropriate values were obtained from the LACDPW tables. Note that within Area 211 is Dapplegray Elementary School. Flow generation for the school is dependent upon the school enrollment. The enrollment at the school is 639 students per the California Department of Education. Supporting information is provided in Appendix F. FLOW GENERATION ANALYSIS The calculations for the flow generated by each area are shown in the tables in Appendix J. The table is a series of multiplications. For Flows Calculated by Occupancy Type, the Calculated Flow for each area is: No. of Occupancy Units x Avg Daily Flow x Peaking Factor x Conversion Factor For Flows Calculated by Zoning, the Calculated Flow for each area is: No. of Units x Area x Zoning Coefficient The calculations proceed from upstream to downstream. The cumulative flows are added to obtain the flow within each pipe segment. This flow is then compared against the Design Capacity Flow (1/2 full) to determine the % of Design Capacity. As stated previously, < 100% (< 1/2 full) is under capacity and > 100% (> '/2 full) is over capacity. As stated previously, the spreadsheets calculate the values for Design Capacity using Kutter's Formula and backup calculations utilizing FlowMaster software are also provided. Calculations for the flow generated by the City Hall and the Tennis Court Site are dependent upon the parcel size. Information on the parcel size was obtained from the Los Angeles County Assessor and this information is found in Appendix L. 8 RESULTS Existing Conditions: The calculations indicate that all pipe segments are under capacity (< 100% of Design Capacity). At the downstream end of the sewer within the City of Torrance, between MH's 8 and 9, the sewer is at 94.3% of capacity. This is due to a flatter slope in this pipe segment. Proposed Conditions: The calculations indicate that only one pipe segment is over capacity (> 100% of Design Capacity). At the downstream end of the sewer within the City of Torrance, between MH's 8 and 9, the sewer is at 142.4% of capacity. Increasing this pipe segment to a 10" diameter pipe will result in the segment being at 76.5% of Design Capacity. CONCLUSIONS The analysis provided determines that extending the existing sewer system and adding the flows generated within the Project Area will make one segment of the downstream sewer system over Design Capacity. This segment within the City of Torrance will require upsizing. Increasing the pipe size in this segment to 10" will place the sewer under Design Capacity. Preliminary plans are provided in Appendix M. The plans show preliminary designs for the• proposed sewer extension south in Rolling Hills Road and Portuguese Bend Road, south of Palos Verdes Drive North, and for the increase of pipe size between MH's 8 and 9. Please note that these plans are preliminary. The project will move toward final design once approvals of this study are obtained from LACDPW, the City of Torrance, and the City of Rolling Hills Estates. 9 APPENDIX A 3/27/2019 LACSD Website - District No. 5 AAA About Us Residents Businesses Solid Waste & Recycling Wastewater Education Environment Search LACSD Navigation All Sanitation Districts District No. 1 District No. 2 District No. 3 District No. 4 District No. 5 District No. 8 District No. 9 District No. 14 District No. 15 District No. 16 District No. 17 District No. 18 District No. 19 District No. 20 District No. 21 District No. 22 District No. 23 District No. 27 District No. 28 District No. 29 Santa Clarita Valley Sanitation District South Bay Cities Sanitation District For More Information Sanitation Districts of Los Angeles County Public Information 1955 Workman Mill Road Whittier, CA 90601 (562) 908-4288 ext. 2727 Financial Management Homepage > _ > Connection Fee, Service Charge and More ... > Rates Forms and Ordinances E-mail A Print by District > District No. 5 Boundary Map District 5 Please click on the arrow and select appropriate document. Please Select • AREA OF INTEREST Low Graphics Version If you have any questions about: • Connection Fee or Service Charge forms, rates or ordinances, please contact our offices at (562) 908-4288 or (800) 426-7414, extension 2727. • Annexation to a County Sanitation District, please contact our offices at (562) 908-4288, extension 2708 or 2793. Click Here for Map of County Sanitation Districts BOUNDARY MAP DISTRICT NO. 5 Site Powered by, https://www.lacsd.org/wastewater/wastewater_services/connectionfee/district5.asp 1/2 Sanitation Districts of Los Angeles County Will Serve Letter APPENDIX B APPENDIX C APPENDIX D uepartment of public vvorKs dpw.Iacounty.gov 1 er Maintenance Home )R Workshop lition ssment ogram -eowner mation uyrams "'ices The Grease v J) !rind Urgent lems I_ _ Information lw Are We Doing? GENERAL .. JFORMATION 'slat Us SEWER MAINTENANCE :act Us )erations Maps SEWER MAINTENANCE "We provide sewer maintenance services to protect the public and the environment in a highly - efficient, effective, and responsive manner. We service: Consolidated Sewer Maintenance District County Unincorporated Areas and the following cities: Agoura Hills Artesia Baldwin Park Bellflower Bell Gardens Bradbury Calabasas Carson Commerce Cudahy Diamond Bar Duarte Glendora Hawaiian Gardens Hidden Hills Industry Irwindale* La Canada Flintridge La Habra Heights Lakewood La Mirada Lawndale Lomita Malibu Palos Verdes Estates Paramount Pico Rivera Rancho Palos Verdes Rosemead San Dimas Santa Clarita Santa Fe Springs South El Monte Temple City Walnut Westlake Village West Hollywood* * limited services on a contract basis Marina Del Rey Sewer Maintenance District Marina Del Rey Sewer Pipe Image Photographed by Kari Marie REPORTS Annual Reports Condition Assessment Report CSMD Maintenance and Operations Manual SSMP Audit 2010 SSMP Audit 2012 SSMP Audit 2015 SSMP Audit 2018 SSMP SEWER LOCATOF Interactive Map MISC CCTV Inspection Guidelines (pdf) 1,........►.. ...... 1 o..{J:.. Ur....l... CAA 1 / T..••...m- ..O r4." I 1 . MI CM search our site.. Consolidated Sewer Maintenance District - Sanitary Sewer Network Search About Layers Help Sewer Maps and Overlays are available 'n PDF format, click on the desired map grid and make your selection to view. Adobe Acrobat Reader is required to view maps. Enter Address, Cross Street, Parcel No., or Manhole No.: (ex: 900 S. Fremont Ave., Fremont@Valley, 5342005904, 2017-0548) Search Project Area and Areas Downstream 4 '(one Ming 1r Marine Trenepo 2„i • • r�i r. r y.tat - :4'4747 71 r r �� = I 1. 1 -0';I wenHiII emonal i Naeeer�.ation • V WPecii Basemaps 1 . : •FiarhorPA:, , ,Nilm GolfS=AI t4n1l41� � ItC �LoeAngeHarh�r CoAhSlloy' H F: Ken • � r .rtr,L.:1, .., nont Or �- ��6st Ti L _ • gel:' r.ufeau,rp •nd MaftialglIknignt, Esri,'FIME;Garrrn IN.. ; r 0 0 0 S-1598 1 2 3 A C D a S-1598 .7 u ' U Y 6 SEE SW NO. 5-1597 C-12 ' '' VIA L° ° 440 7 : 4 4' 447'0. 1 O M U 419 v1A O ` NTf /A 460 ✓ oN� 4 � Le 467M - 7 459 671462 Q n a� FELO Fµ. 0 n o G r DR T N /u a \\y, / < , ` `,/ / .\�O I t^``"/'3y ^\ \\ a \ �•\ i4 ``\ ``^`\ \ _ - ` \ C-13 -17 lW �+ v 13" 446 +°° 418 (i/T/ OF 2 Q7• 4J v464 °�e..�,_a 465 \ LAIR WY V A .i/_ _^ 9C \\' \\\ C -2B ° ° . 041 41� 420 421 \P > ;245° 46! 4V1p G°ee°421 452 j. ° QpBry �o 413 p4,,4”2.0 405 vp'ry o rzr so, ,5g' N zsr om 451 gar ° se• v14 444 `. 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No.5 I. ° 476 a 3 2 •\,<O1 P o, I I I I I 1 1 ' ', 4 372 378 368 8" TRUNK 4-"*.°( % -7URiTORT' _ 677 ° 'V F UGARH ILL a ° fRNC°R 478 ° 7 479 -- _SE_W_ER 5- ---� P-109 R( OLL ING N,y Y 4y FT -7 �G 7 / / THIS MAP IS INTENDED FOR ° 175 r o ffK) DR ¢ ° ° s FERNCRfEK OR o 386 9 PUMP STATION 322 ° 323 324 37• 369 (N \ \ 367 480 • -'--_ro \ \\\ 'es' 361 \\ RFF goo° y/((S �� /r� v = o ,o OR 4` i„/tea O .q4 ��r USE ONLY AS OPERATIONS MAP BY LOS ANGELES _ FERN 0 Z °9 o eJ65 x°, G / I ti y4 COUNTY SEWER 4"FORCE MAN 385 474 ° CREE- `p DR 332 11 ` Sr, Of 327 326 ma• o,ow --'• °,so' ° ,es• ° COgCH 333 334 2 365 ° 5, 384 as• ° 1°'° ° ° 162 364 ,s 363 ee \� y\� 90 LOS 383 9- N W Noy 3 MAINTENANCE DISTRICTS. EXPRESSLYEDISCLAOIMSTANY • ^ zaa. .,, 'Ts• °; 3 \ 327 �% 1 1 ,p ♦♦ 32080 ° 319 `"/ 328 •32"0341 31 352•°;•55‘50 336 ° 360 ° 0 o •< .1 q F" • Sr LIABILITY FOR ANY INACCURACIES WHICH MAY \ 6 g0 P > � oo3 y0 �>. 382 • 4Noiii ti eo BE PRESENT IN THIS MAP. S �`. 318 or° 306339 342 co ^rs, e3 P A �F,R ° 4P ,as Gn °341 .r ° g° ,Q IFS .o, 37 .t...'338 n 354 ° 367 fz GSr 301 y/ 34:348 `_ °340 ( `f ° 369 59 387 `'>o. 358 Q• 380 355 °317 \ o s,� \ D� •,. N NOR '1'v( ,'o i s (, oNm0 <,R 0 T _ ``` 0 2 re- 23'9.8 •-•0, °9 P 357 ° ` •qKW SST O A / a D ? F�ro NCZ }MORN/ 295 ° `. RD 344 SILVER SPUR _2960 F, \ROLLINGWOOD --j 294 MARLOMA `•\ ,A\°° 356 ,' 45 310 °'306 316 315 ` . n. \ 3 G P,� S`i�R sr Q • : '� V N Dg Q P RGNK 1 c+ O • 11 S 309 �2 ^ z 293 292 281 0 \• 2=° 289 ?8 DR ° X87 ROLLANDO ♦`, •N ' 305 307 ° 304 �N oe °314 AREA OF v, c3 INTEREST �•,- • ' vA 4q 'A' 015'. �� `,1•''' EL DALE 1 ° P°D��O°W S 303 302 /� y ' ', h 282 KINGSPINE 284 RD 285 1 AN 2 • 1 '3/'j / J 5�. V1 ° Via• d. 0. gC• 172 ° _i' --\,, L I F F /SO o ? t+ 283 286 276 Z DR E'�E 0444 o 2777 , .5 C/7Y 9ill:0( ,,,< , _5:1,•§' 3 3 2" ,�h °0 4i ° ! 0710* / 280 1779 LN ^, ° o e 272 RO CA. 271 OF 311 ° ROLL/NG 508,------ , 50f........•••••••••''. % M°C• C HILLS ES \ \ • ,/ CC OQ ^ /� TORRANCE V cE D OF 274 N 0 263 26 F 265 ° ° 268 269 270 260 ° 261 462 266 ?67 VI ` 0 ti F\y•r •/�j ry °\9 EIJEf ^" /� \`\ y S ` \ $ o POR OBELLO °� YL ( pR•° 41 I,�j AUTOMATED O*P ' 259 DRNE 1-IPWTN 256 53 \` OR • ° ° �\ OPNWppO 91 \ tN SP 5 / /// 241v ' 2 NDR ,� �Jf ? i<tio+ pER 5fG �/ \\ 40• ^ PO •,/E C 8 °\ � '1 1 i N 1 I 1 0 231 ?, \°' i MPN -I cCP GRAPH CS METERS 0 50 100 200 250 I 53' 253 254 52e \A' °° 252 255 `\.N 25' o ♦\ a 89 uS G ,,,,,,,\\\\ PµJ'" s• // \^ voo. h m oP ls • N I II 0 200 600 800 SA a 0♦ BB 92 •♦` T t / F4. ^ \ I 232 RD\ FEET \ 5 a v ei, RD o (54 LVER DD,I,.FC • Y rt 257 :7 a�EP OLOR ING 86 ° \♦ 5\\.4E I• . 1 PL = ,B" \\L -..r,9 ;1 °•-• ' LOS \\`♦,/ SAO 101 NI ,.V J^ r\G \ lk° Ham- 221 z\ • a ¢ O 49 51 • . _ -- (�� tom•_ °.�o \ LEGEND z 7JRANCHV IEW 75 \8/ 84 0 0•\ 0 97 ♦ A ' '.`i ANGELES NCP ,Ni y/ry 1> ��'o W CLAY SEWERS MAINTAINED BY SMD. B' UNLESS OTINE WISE NOTED 48 47 o y,^ P tJ ° 1 1 $7 O O I • 74 RHE IMPROVEMENT DIST. 1 RDB Zg ♦ o •B //'P 0.4 g• ♦ / .r 66 ], \• / _ fl ° o.,sz� SOUTH COAST BOTANICAL GARDEN (N LN 217 °0 116 N�J, v °p?^I ° �• % -227 P 224 fM �� °��. P•F0 rte\ v°e/ o 226 \ p••• PLASTIC SEWERS ..-0-• CONCRETE SEWERS -' CLAY SEWERS. LINED ,I,P N S C/n' I mp 58 RD \ 60 SANT4 DELLA 65 �� 69 130 �0 j b- _ / (�4� 67 / 68 12��° zr P ♦ 128 DR 136 ° ° A e 137 Vii' 131 757 \ \ 0 228 0 e \`� 215 5 ° O `I' ° 214 n4 e ^ 22.1' ul °� 197 �Z1,P92 229 c I 1 0 """" 0,-, CEMENT SEWERS. LINED FORCE MAINS ° 64 125 M ° /� / / %� ljo,, OF 59 ° 63 o °Nr q((F 5 VOVN/ / 111 COUNTY 213 'n1o1196 e NOT --0-- SEWER; NTAINED -TRUNKCITY BY SM: : :os;:;o1 : TANON F 44 45° 42 r .. ° azr ro 27 / 12 116 /° ., RD 38 20 ° ^;, 101 2B ° USSF4U707 19 120 eSF 0 / 122 117 .. C] 178 ° < 123 117 - .{ 150 ° r WD _ / • �. i/�, _ 199 20 . ° SOa L °790 204 784 z°7 1 \ MANHOLE ° ' C4 106 0 R �\ ° 500 / (N°� ° °1 r 09 - 0 o v w ° e9 78 ° 0 ..2� \ 4t za,. : �' ° m 103 0 0 7 ^` �___, 100 104 CR R4NCH0 __ PALOSEHDES / ge 6•° /A .-- •�- e 5 /POF'/ •_ RD `� C - 105 4 /PCP BROwNDEER / 1 1 LLNN� m03 1 I /r\\ S. 1 \ 108 119 109 110 / 0157. '' ANGELES PUMP ----o-'��' 139 A'' 5 H A /' NS y CRE W // P ^O. / EASrVALE r 738 F RD r y ° 3A, COUNTY v 145 4r �' ♦ y , 144 ~ �� ::; /0_ o • ° °501 �, 0 502 / •-.--..4' 9� / /e L+ �! l / 1I$ �!S ZC �,. //9° WRLIAMSBURG l'\ / /q' LN / / / 201 a" �48B 2O 487 ° N 0 2 >a• ° 486 485/ = RgN 17O O°� '� 171 T try 2 4B' J \ P N 169 1 161 503 7N rR ° 0 �DMiN b • 176 ) ��l��j��\O^ 477°/ .: 7�)�'�f C ° 183 182 1 4" FORCE MAIN 173 \ PONr LN STAT ON �167 ;, \ r°R IBO!� 188 265 168 « y ,eg'�a,o 165 174 ° ro5 1777 779 0� m t0 LN 166 2 178°rc 1B7A ••.24 PIN 175 7� m ze' •] 726 248 C.O.-• CLEANOUT L.H.-. LAMP HOLE • PUMP STATION TOTAL MH'S THIS MAP: 492 N 4.031.500 SEE SHT. NO. 5-1599 MAP REV • _ 02-01-17 DATA BASE REV m. S-1 598 8 01.15.92 _ _ I DATED S.M.D. 1 2 3 0 N 2 3 O MAP REV. 03-05-13 S-1598. S-1598 t F' SEE SHT. NO. 5-1597 C-12 ti 'i L U V14 5 -06elt 140 448 z. 'a >: v 7 F< 44 44TH v tf. at "4 418 419 O'VrE' 46 CITY OF c,. .,'• - c7 Lr 60 J,O� ' fLF.4��/'J>� ,� ' / Y 7 7459 '4.7468 3046Q P_M / 465 ¢' a BI al'R -� IYr r1tFELD Fy o m �\S, FSt DR oP rOA. j O G p JET `' -\ / 1 �;\ ,/, '�'p� 1 �'�/ \%O St, \ ,o \PT rl \i. `_ ^ _ > r \ s\ /-�-� C-1� C-�7 C- 8 o A di 420 ` 420 427 : �: / \L3 e50� 411 .1._ 452 .. 405 s��Ra a !1 13 P4leJ ON P 6 00 °42,3 4$r Rr� 5'1-4-Q 4 444 % vQ c .. 99J ." e6/'514-06 G 458`UCERA GR 466 \. \ \ \ ,!� qYq \ />/' ha r ° D4fR, , � i .O \\\\`\ \\\`\` • ` ``'s. \ r I C -2l I ° .,2 V 1 A ST' w,. • ., _.., Q'-` _ CV ..88 445 476 \ 456 OUR TNEY WY �> \� \ \ \` ! ° = p h ry+6 p PW 406 J`f `r .q, rh P\1,-----i-..,..\.‘-''.- 4Y7 I ° 4274,1-0_- 514-064J0': 0402 /q ,,,,,..0°5te 396 0 �� 424 454 jj 739INZON4'35 O 55 �. rn �' ./S- 472 434 ^;� Q�--%4� 1•. 4.361-,41, 4 1p^ \\\ ELEDA qp Z� �/ J i 3�\ _ - /V i ` \ \ yr, _ `_ jl -7 �4O 7'9739s al ° .N01 42$ AL ONORA476 ;�9, U4 .. Coo PALOS l/Ef7DES ESTATES 390 ,�n s, 469 430 406 432 95410%1,1S \ ,a 43£ 4r5 433 \ pR ❑ 2 -1----C'44--,,, o �' ST I. ` `` • � \ �. _� I I I R �C�,y• 3°�,E391 0 6 n^ 389r''E'5 79' 3;6 374 373 � R.H.E IN �° 372 1:,.' 377 ___ ROLL SPEC NO 40633 S A.0I5 r.N°.5 476 ��C `,• � w ;".o ' 1 1 \ ``�� I '� ': �''O^�\p20 4 37�R 3i7 ' c 36£ I r ~F ROLLING / _?�RP'OP.t'-__ FfR SUGCRH IL\ ,:f \\`moo NCREEr. .375 ri R. 4,`„ PC.eiN3;r:3) DR o \3L` \\\7r4Pulry sTallc:v 322 323 324 3� \ D 369 47p, 'T; 4i9 -- _...6::rRUA,f Sc WER S -P-: _ __ ______.,±3_,_ _ _ _ _ oe _ SSS\\\ \367 4£O \ - ES 366 p367 �\ \ F. W Ec F TR •-e\ ocp 'r< <S .y �/� _ N \ `"4 DP. \ r�\\ \\ \:o��/ • \� O�\�44 THIS MAP IS INTENDED FOR USE SMAP 1 BY OSLY AS OANGEL ANGELES CO! NITY SDISTRICTS. 325' EWER <" FORCE A/NN ERNCR E \I 4 74 E S 7q 327 N p bP , > �R.;H.6!.). >s• - �' m 65 b e` s' y54 is. •,53' e9 z 38q 362 Goo 5 'o >r MAINTENANCE LOS ANGELES COUNTY CE 325,133.1 1.6 ___-.-0-__ \\ 32J CDgCN z3}. ns.'w` .ry 333 334 33 ,p 320 349'' 328 329*. 3r s7 ` s =�- ."°\\\\,\.. 4/3 r75 \ o c, �\ ^ 336 364 363^' ///ii r 360 /t' ) 'U� e w \ P' '- O� \, o �y F A'04j ti /< \ `\ \ \ J S r N \ EXPRESSLY DISCLAIMS ANT LIABILITY FOP. ANY INACCURACIES WHICH MA1 ,_7' 'ti" c x.796 / ^ 0 - 5 Jy0 ' ( 382 (% as \`7J wry \4 \< \ ' / \4,� �N \ BE PRESENT IN THIS P✓�A.P. SEE SHT. NO. S-1544 v°= ofm° LN �•�' ° / 339 ^n. 4`le �. 313 o Q" 142 1�0 s s VC--"\\ m ,esi /00 (O ^ 341 A(1. `, 4 OFS�o 4. - -37 4-513 30) 3:Q/ .347 v s,. \ � ep• '�� 34 C\(/'rC \ � `\' C.G O. ^340 <�\� _J�29 349 .. 359 , 381 „0 358/9 7. 380 348. pr 355 /� i .f` b" ,1/ - .\, \ •41° 's • �`L ' cy°O \� ° X43 o \C //O �r \ ��// \� \ U } �\ b\ \ \ , h LJ\t i s�r4 0Q'l\\..- -A A. 4 \' / 7 .''\/�j� < ' - _Q�� O JP`'y .357 / . 4K� \ y �� 'Y II RO 2 SF( �R %\ .�/- \ _) _ a> `� • — RD \ 356 d f 45 310 \ \N G Oq J tttq• P S b S 7L VER SPUR ,02960 .... \4�OEcv `LLINGWOOD ;I 29t4, MARL OMA \\\ '�7\ %N 306 .315 \ �� \/) P \\ s� 3O° °O m 1P004 �h\ `/\ PP C 3:5:9:6\ ° \ \ \ \ 790 °R 287 b ~'SOP —t30 ROLL ANDO 1 DR ¢ \I p7 os� / L pN /� 1.' .0314 P 3O, / AREA ti` \ Ty OF INTEREST �� w s \�e� -1,„,>:1.>,,i c7 d / - a . .; j� m�� ELeADALE , ° 1 �'1 262 It0seiNE 284 RO 286 0 \P / 1 Y: ,.N f. 2 1 p07 S //,� 302 ,j13"" PQ J' / -12e ♦ \ \ . Pr 9 .r> 0.V / `� lh DP. 76 y\\ p�rS�.gS SEG DP. • r 283 286 N . o� 77 L77 `s 41. 06// P.e.. _ II 33 KENaOv' ,h .4\ P C �^ ,/• 1 (�O C aF0 LN 272 P�`F 279 4228/ cry OCA-a,. 214 271 -12 �� Os 311 ?/ / I ROLLING 507 �, Q'V/ ...........-00x. 59 , f\(1� \ ILLS STATES , , L. - A CL s, ft \ \ QQ/� /� Y ro/i /-i/"l/ VcE !s �C -,%. 4FF 263 264 265 268 269 270 ,,-"- 26 261 x262 266 267 \ /I \ / 0\\ ti A7' /i 51 \v � RtLILf .ti rr. \C '� .� L i u P R OB'LLO ' _ o"' K Lt33' i AUTOMATED J �... . P0= C' 259 FOi• \d6 T W Qp > _ H� 53 4� 06 %,..\ / a /\ / D 4'N° 9 Dpl 97 �\ \\r\ p_ 0 5 pPOrO.> i� td 550 >D' 247` n 2 5 E� >8 'a < VEOfps {\ q R /\ \ O� \'\ l' 611i(� 1 // i I ✓// 33 \�� cNA mcH_ < PMQ \ GRAPH {r5 METERS 0 50 100 200 250 ss 253 254 2 55 �N /\ 52 s5 _$&\ 0 \ 89 3 9 5 5E ° ,.- \ �'F pW�IK s i OO \ ao // 1 m ^ -, I 1 0 200 600 E00 X252 ° //p iR 4�� ' \O �' 232 cP 6� *'\` 400 ROCK- --""°0 \ RD 49 51 I 2 5�^ $ a V SILVER S4D0h� ` L' /2 °�3" - 92C0 2_51 o �\ 1 �E P LDR,,,,:G 86\ P C VNE� -0 \ \ 7 PL / \ \ b 9$ o ,3-- `g• -- a.• T \•,,k,` -',J.9 1 /LOS . ram*�`' LOS -- \�.('�„1, bl I �IIa.cV 7I z,o•� D \O� �• O Nom_ J •r - O ❑ Z 1 \ ( .. °� `�;❑ FEET LEGEND 75 PC °•_ ; o N £0 £s \ za 5` _-- 110 SO 8� �a /PE' p J "Q' > (LOOP a o� 1 56 n $7 o i7 \ I 130 53 °��C- '9 7,5PANCubv 50%6 7P C76 3 3 RHE IMPROVEMENT D15T. ` 9`t 9 6 sl 84 ° 83 9., >` • _ frj\ACOP 130 0� A g5:02`;',7;` -....\‘.\.•_=,,8 65 / YO., P ), �\ 350 Y o6 1 / L ' A �j20 , //^� ,,,,..;',G1,25, --- .f. L.1 z" Q * �\ ANGELE SOl fH COAST BOTAN I CAL GARDEN co '�I < �; °, �ry 'LN 4,,-5 2/7 76 .J W�i�= \ \\ rr 2 '/ A \ ° 4. ,ri/ JP 227 - o 224e°"r ` v� \ oP }��y '`6 l G 0 CLAT SEWERS MAINTAINED B, SMO. UNLESS OTUER- wi SE NOTED -- O p.•- PLASTIC SEWERS •-O-•-C -- CONCRETE SEWERS "O °,r. C/%Y j t m, � RO \ 00 SANTA WD:-,6"--'---:1:::-12:21 65 WD:-, '� um.- \7---_�\ //////c., \ / 67 6B J/ 129 2,'cIP/ \/ \ 128 DR 136 \,. 4 \\ 13; �5i''s\ 157 \ /\ \ \ g ^ ///, ,ZV ` ry1' 4 %� >7$ 97 \ O 21. /�,4 ` 223' �, �I 197 'pv9� 229 °o° I I C" CLAP SEWERS. LINED ,••.•O O CEMENT SEWERS. LINED FORCE ',INNS ,. 04 't_r 5' ,25, � Mot 35 \� '..\\‘`4,,, c /+ / / V ., \ S 1 17 J. Of 59 c 16 ,� 5 4p 63 ❑ 61 662 a p 4\ n \ \1 • O Qi y �\ \ G 115 �y \ J24 \\9, \\ \\� N \6 0 o -DA 'COUNTY 21, W •P / \/ / 753 \ 710 /�2/3 7 fel1 6 mO j l96 �{+�` Z I I A- 130, __..89 230 t Jos -Q -p- - SEWERS NOT MAINTA INEO BY SMD - - TRUNK SEWERS 1.4", F 14 SEAHURST 39 RD / ',,, >6 25 ' 114 > \ 0' ,2, o� •-a z ,� r \ 7: "c- �O /25 '7 l m • N �Q'/' �o. OLLING3 HILLS ESTATES 192 -- -gA-- r \ - - - i \ Z 1 I 6 •/ \ — C i TY BpUND <P.l 000'LLI'b 3 rrl 1 MaNOMrO -90°91. f,(_a� 44 45E 1 G 3-7 .. \ 43 < 13 Q3• ` 5 V 1� 34 ,2.58,,g2/0?..? 30kf,pRS •35 72 3`3 tT p 3' 1 SCG il 45 N 7z,' 0 ^ i '^ / 23 2 > 2 7 22 9 116 1 0 8 (r( =' �j Ip\.�''Ojr £ \ S ,, �OP.,o C 707 � aF<o"07 �.. ` _ 4° ) '<'-� a<. (/ D M 7 'r<. �/ (� 1 142 \ /A,152 /_ O \ ( IS c° ( ..\\`k.,•4,, q 173 \ \. b' ' 122 PO .`57 \ %' 1 141 li7 - \ T l 143 \ /{ 778 'o< 723 772 // 150 0: u' / ° �� SEWER NO _3 O ,h WIAT LANE PUMP STATION b 5 1.s�. a / 20 T 49-0 <" DIP FORCE MAIN Q ,, _ �O� ^ o _ ////' \Qr �Oo ^6'S 494 .''s• i5•. �/ 4c6 . - 499 4V p \ 'z0 ''�' v' 19" 20 \ •C °SOa 495 u ^ ° \ ii. .-rte„ 1 9r " I W p I r_4 IO \\ tf\R ��O oI I \ , \ EE 7o C /£5 Ttn, O I \ _ '^ • I 4- \ `\ \ / 2Op 1 I 'i .53..\/ J'` y I ° r 206 1`� ;841 I 793 / 2�4 - O STANOAP.D AIANUOLE DROP MAIJHOLE O SH 4LL0'N MArIHDLE O TRAP AI4IJHDLE r \ 6 N„ 37 o c1 P R 106'",-,., lo ....--.2t314 _ \Q b\ , _� m 500 / 1 F i . ,"v9 6 m 'FS o � 29 CON a 3P . 5 102 ' '4.y '•''Y Y DCK 10 111 / LOS' ° PG o; aRANCHO Pi. /zs= yw, 10-1�C O a ___ 700 'r'r P PALOS 6 9 ,-7 ,<, - lo4 oR 4 096 a / VERDES / ; 7 . ,• / ��5 _ RD - r 4 'P / 105 BROWNDEER ~I l LN \ ° N I �� a 7 0 �� 108 7J9 J' 149 fie' / 14 NI 7 71J ( 'L 14p iQp 710 0 'L ANGELES °,s7. 1� 139 m5 - ° p'' , I 1 ro t15HA s cPE VI COUNTY / ' - / 0o- I 144 / 1738 c`� EASTVALE ��RD `�8'3 j t 2O ,0 _2 .i 488 / , �8 m 487 51 b 207 /Ci\O O S- ' .4 £6 / ° 485 4-, '3.8!1 p. 1 ''717 AC ,so' °o Rg / /� 9'c` \ a� 02 U 171 , q s / H' 9 / _ R / ro o /46_,.. y o 48. ' A 16.. .10- <! -1 'I' 73 Z-, ` 161 � . 4(0 . a /.A� s�r0\ dT t.�q p M7ROLLING / /S / - • C\ { r. / %ar wauA ,53oRc T t P \o . <7Y -- 'S E.iN uJ J, t / o�..1.-,57 3\N!1 �.` C 1£21 205 w I ' 1183 ill ❑ 1 1 5, <.. FORCE Ma,V ma ,72 \' r7_i PONv uI PUMP ST4 THAN 767 TR 180 245 =' 8� -- 168 �c5 s. n" 171 '5 '� 174 M1 w 1"� ,% FiIL��Sa', ESTATES �' 2,-a- 747 E Ro NO.763 172�/a ,6 s' 5. 2 'J 7 ze. 775/ % m 4 \ 248 V WEIR MANHOLE C.O.-� CL EGMOUT L.H.--• LAMP HOLE o PUMP STATION TOTAL MH'S THIS MAP: 492 N 4.031.500 SEE SHT. NO. 5-1599 MAP REV 02-01.-17 DATA BASE REV ,UI\lSOL I3ATE3 S. vl. DH S-1598 A ID 2 3 S-1599 SEE SHT. NO. 5-1598 • S-1599 C-8 J 8 •\ \ TRAVIS WESTVALE O \N 716 e 2" / y I(; V 1 B,°9 25 :� \ \ P/yl .?� 8 RD - ' 718 ryryA (7/' / A me` _"c \ 2 o z51` o, r z oS 125 ;o ° 0�0 J2 �`� ?7 ° u dl 1 i 0� , 117 / j ,\ 0 127 126 4 151 t2 �� C/TY pew I7 ° 281 �n /' // PRIVATE SEWER ti\ ° 3 �a3 $9 � 119 BOL4N / / / o� / / 2/� 40 // 118 m 31 ;' 0130 c. ° 1 29 me 4 Og4<‹,L ° 74 ;1\ \ PLUGGED � 60 ^,, o I P w� i �l1 11I 2»3 / / 11 / 4o / 129 CITY CI I OF ° 133 i ° `" OF 15 ° ° 3O', \\• 4,P I I 1 I , ,.-Ac, / / 9q 5 \\ \\ Y'r ,14 _�� 177 - �' 31 _//- ' 4;' ' �F \ 0/ �'O ROLL/NG HILLS ESTATES \ \ .i d�\\ ♦ 6.1 \v. 8120 ° 0 6 'QO 174 i• OGEI r, I _ _ / \ _ •\ ti// /� / FS 13534 oAKLUN DR \ \ \ �O et I\,-- 0 0 \ 1 I .� •-33 ° 21 17 I ° 62 00 �DAKLav 21 S) a ?' P / // \ \ 0A/ / / \ / / 1 1 A,2///, , • \ / P / I 1 , / 1 / ) ^C\ ME PDOW i / iF 1 / j / / / �r _� 136 e 137 738 THIS MAP IS INTENDED FOR 1 DR 2' 7B 'y �'/ \ ',' / \ -1 1 1 I /' / S40 \', \ 1 OtE\ \ f39 m USE ONLY AS OPERATIONS W35R4NCH0 ° O . _,/ 1 • /E \ /,'- \I) \LN 6 N MAP BY LOS ANGELES O / i /// 36 PALOS 19 ° 6'3 / // i / /^• •C4v.rp,/,,. 4` ;\ /i/// j ' 3° 7¢O �Zo81 EWER MAINTENANCE COUNTY SDISTRICTS. 39 N/LL GP VERDES / 37 38 40 ^1 ° oq / 1 / i \ \--�\ Ii / �•� I : • / ' / / / 1 / / 1 / CL 14s N , 141 144 143 �� LOS ANGELES COUNTY EXPRESSLY DISCLAIMS ANY LIABILITY FOR ANY DEL ACROIX eo i �II- 64 I I / r / / ,. ° INACCURACIES WHICH MAY a• 0 4/ 11;( ° 11 / / 1 1 II � 142 BE PRESENT IN THIS MAP. E 4.177.000 SEE SHT. NO. 5-1545 GOLDEN / — — 4RRDW 6.$ ¢y 43-io OR ° 42 (/ 67 ° / ,p,/ (�/ /pc'7 I \ 1 1 DR NO. 4 49 c 9EEGHGATEe.¢6 /'po69 /// `f / ' ' I I 1651 ° 50 / / i/ IH 4: //i ///� �/ �� 68 //I / �, / \ \\ / / ,� 56 _J's 821 --'; / // \ \ I\\ AREA OF TEREST O OP .oLR° `1 i / ' i 1�I `''__-__-� s. } / 11 I I 11 Ey 57% ° 73 % /O' I II / I I I \ \ LN J • 'CITY .\''''‘' 1 75 1 / `\\ \I CRENSHAW I` i• scP i / / I 1 1 .1 ,\ \\ RO JN�E OF ~I 65 O .0767 \ 77 / / / '// I /// TALLEY HAND,/ // \ \ \ / I O��/ ROLL/NG H/LLSiv' 7: "- 166 _. 7• / r0� // '/ ' / 11 '------ d\ \ , 1 A\ \ /.--'�_�� O e /6168 ,,; e. .:v / ' / / \\ \ -- - \\ / --- / %' P° ESTATES , ---- 176 170 /Oi 169 i% / l / / \ .;,-_ �'/ h ,•82 .'1 I\177 L`v / ° ,J .150.;;•,1 11 ; an/ / // 11 , ' l; OF ,; / i 0\ \\ /� ;1 ROLL/NG \\ \ 1b r 1��" � `CNL�il ',LLS G5 =� ' 6 49 ID\172 1 I s5,\ gym. °O•\ \a 1 1 754 \\o / 1 1 / / 1 I 1I l I O1 I 1 IQ / l o \ I\\I _�/// �O\ It/l� I l//T/ OF f AUTOMATED GRAPH CS M /'- v,A / , n1ERS8 \PALOSVERD 4ES d zoo 4o0 606 eoo . /-\� "� a 163 'I \ \ FEET 87° 157 758�j\°175 CHESTNUT\ • \\\\� 8• _ \ _ mi� /1/ \ �'/ I\ X11 1 - \ \ LEGEND .mm°\89 LN \\ \ / / / dI \\ \ „1:A' d- \ / �JA \\\ _ I PORTUGUESE BEND,. li1¢� - Qp _ ,7 �- \ (;. \ "fl' _ ,• ��— CLAY SEWERS MAINTAINED SMD. B' UNLESS OTHER- 90 - \1 1 //// ///! ! {' ..Y ,\1 � \\l\ WI WISE NOTED -�- _ // / / / ,� \ I l \`�' 1-,,1 \ 2C `• \ . •.p 0... PLASTIC SEWERS I I / 1 i� \ -0-• CONCRETE SEWERS \I I I qF / / I 1 I \ �� CLAY SEWERS. LINED �' - \ I I i • . 0.... 0 CEMENT SEWERS, LINED \\\\\ /�2/ . 1 11 ODFf _iiO, \` \ C ' FORCE MAINS I,/. ``` \\\\ II 1\ SG\\ RoC, , - _- -.0- - SEWERS NOT MAINTAINED 1-T1 ``�� [[ 'Q-~/ \ `rte \ n'F 1 kNpRS ' BY SMD b S6' — �� \O\ 91 �� -'I 1 i /�� \\ \\ / \\ \ O f 7C\\\ CHESTERFIELD TRUNK SEWERS i VALLEY VIEW `\�� \`�� 1 I / / I \ \\\\\I \ I \1I z\ \ / -_-� --\ \ .-N- \\N. --- — CITY BOUNDARY 92 RD `T `.., `�� ' ' 1111 ( RD / ,- ` N. 0 STANDARD MANHOLE 250' 94 � ,--') 1 I I \ ttl I \\\ / !' \ ` DROP MANHOLE 96 95 \ / I I ~,\ \ I I / \\\ I 1 C] SHd LEOW MANHOLE I 1I I I \ / O 1 CRESTWIND I 105 `\\ \\ ° 1 \ I / J 1` 2 / / I\\� _ II 11 1 1 0 TRAP MANHOLE .- as \ \ �.) DR 107 \ \ 106 "�, \ \ 80 \\\ / \ / L / 2// `, \9EIT- \ , p/ \ A / 1 1 I I 1 \ I 1 ww V WEIR MANHOLE RAN 0 o 108 \\ �. \\\ 1 I \I \I U I / 1 1 \\ \\ CITY 104 3So. ° 'Tpp• \ \ \\ \\ 1\ \ ---' 1 1 W •) / \\ C.O. CLEANOUT C \\\ \\\ ----�/ \ oCE4N41RE ry 7p3 VEV/EW 109 ° , ?•,',• 10.2° Jgry eF \O1O \\\ •\\ \. �\ \,\ ,�� / 1 I 1 / / ; 1/ \ \ 1 7 \ \ L.H.-+ LAMP HOLE O 95 OF 98 111 C/ 114 PALOS ° 'Tye, aen ` \ ��I g� �`RO`````` //// 4 /� L, 1 ,� \ JWO \\\ 1 1 E 1 PUMP STATION 146 9° or ° Nm v 7 es /// // 1 / Si11� OI AST24-4 I Oq qS ti Ze. O F �--� WES �—��/p/ X11 / // T D1 0/ 1t�. \`--� 1 1 = / �_� - / �) 1 ! / i// TOTAL MH'S THIS MAP: 176 T"._ ? VERDES 761 �`jE=j�\ N 4.024.000 pR SEE SHT. NO. S-1600 .0`' MAP REV w 05-19-16 p`'� DATA BASE REV 01-22-92 CONSOLIDATED S.M.D. S-1599 I T 011 C-1 1 2 3 215.0715.1599 2 3 0 MAP REV. 05-19-16 S-1599 4 S-1599 SEE SHT. IVO. 5-1598 �< 8 \\ �/ 4 9 2�\ \\ P /fj.O8 6 ti\\ 26\ ,` c'e IOz,6 a o�1 1 °f/ ITY 12 6'9 m., / , t''0 /- CITY' a971 1'1- -I / h 3 !O N ��PR:Vq TE SERER /0= •= \ ` \ J 9 ?� S \\ ramps wESTVALE\. \ 16 0 \\_ RD A\ � 118,0<•�M1 �/ \I J � i12! z^ ° 117 °' / 11_ BO( 4r./��V� IVLN / / g / i� \ \ `urr// j/W 9 2!,/ /f 69 \.el, pe JJ k TR o o- / I1 \/ C J 4., p. / r -- R � E/ �� CD •\ gi zy 720`25 w / , _ 27 r �'/ i o •'2S / / / Q`J/ \ �! c �� .1' CND': IMPR. kNK'0.,:._ °�. 04'. 152 153 °f /.J1 130 x-69' L -E C-12 C-, C -t4 o.wsou OR 1y^ V ppv< << \ TA O 70 �6 ^� �� y�.. rllAlg 1 d- / 4- o \ PLUGGED o V`J 4.60 \ \\ r;" N�' , . f7a \4�� o t PC 4 1 `-` "V 1 Q% EL 0� PO ' (Vii /22 �� 3 rcl I ..1'/i/ w, Pc 2Q ,' '/ ROLLING /- _,--7...-- 11943--),----," / {ADG r �' 2 0l / I III ml I // /' \ \ \ o� 1• / I I p / ! , \� 3` / �; 1 / CITY OF 4.ry HILLS ESTATES , _` �; / ; C \ ` %1 / / S \%1" //// \\ di.\R , i I 1 tRE PDOW !�' • 7S3 ' /pp/ r 13� .137 138 C 9^ ` 6 6• I \ U RYLpy 6 j-j3am� S -9,,, , P,' !/ p(` RANCHi9 \90 9. '\ y Wes° 36 j ' • 9�ALOS 19 ti 63 i Q LONch/LL 59)/ERDES // 37 38 / QD . � / (� / i'i \_ / �' // / / i I 1 1 0 l l I\ I.-'// 1 1 / ' S4� ` �� i oot . i • \ \LN i 1 /% < F/kstr Eeaoi / / 1 a/ / i ;/ ;" �\S�ro -; ;f' ii \\ 1 I // /! / i 1 / \ 130 I \ \ a 5". 20 \ m P C'O 7690 \\ 4 3 'a 1,\ 141 o\P-C-76-2 1� LIA61LITt' THIS MAP IS INTENDED FOR USE ONLY AS OPERATIONS MAPCOUNBY LOSSANGELES MOSTAIrIGELES ANCE IGOUNTY E;<PP,ESSLI DISCLAIMS ANr FOR A.NY DELAORow I"—C�%2 ° 41 ^ � -,\I I , ! I Ir //� �` D 1 j 1 1 , ��- IQ2 INACCURACIES WHICH M?r BE PRESENT IN THIS MAP. S651-5 'ON '1HS 335 000•LLI•r 3 4? po �a. a• RO/ GOLDEN RRp �/ \ 1 65 y OR v✓ ,�✓' / / I I \ 1 j 1 1 642 167 p� 43 Q4,; N// 66 43 / 6EECHLATE (j D 49 O /^ ' Imo. 69 160 � 50 ,L`o: / / �� j �� ,/ / ' / / r / / i / 1 1 1 I / / 1 I r // / I I 1 1/ i / 1 1 DR NO. 11 i 9 a S Ti \ � �1' / �// \\:\ \ \ // i AREA OF INTEREST \ Q 52r / 5�3.. \\55 (/ 7 r �� <2q. \' F P / / s N 14'\ ` O� / �VF� $7/� �73 PCJ \ / V r/ ,� m 75 / 74 0‹: `f ,, ,:SHA �scv , P.;C..428�Serkt -- ° '' O/ Toy/" 166 '°ai68 / moo., e, =/ ,. /, / 176 1070 j j°9 / i', - - s\O., - a • ' ,7, f—, I - .O 1 / .s P 30.. s.P .z: \', 172 1, CITY 3'D �s8 \O\ 1 I 2ERIpDE_, , /3c,' // / I I /OPI 1 I / / II J 1 / / 1 / / / / / I /� /i // , , / / 1 i/f !l J �/ �l / , OF , , 1 I r 1 1,/ , / \\ \ 's, \ `\ \ � \C;JI I 1 \` 1 / I I I I 1\ \\ .. i I OI'``L\ l .rrl l\\ \ / / TALLEY HAND // \ \ I '' •.Dd\ \\ I! \ 1- , \ \5 \ ,-1. /-__ I/� s�\\ \\ l I .. \ 11 ROLLING ; \ \ / 0 /.l 1 ,:-,„ \ \ - -.6. "_ J �,.'__-- -`\ i' _ -PD \\\\ iµJh�E OF 1'-iph° ..... / I \ ROLLING HILLS /, //.--'�_-' —_ • P°� ESTATES . - _-- \ r' --\ . � RW,��i-� �N` gl 1 LLS , /'� �/ ��;, 1,/T/ OF Ul I O o AUTOMA 7ED �btAD Q C;°" 100.1 \ \� L I -L ooe° o .Q \ /Lr 155 19..0 , I 66 , \ ..,oRp . I '` 1 ' 'I I / / °, , 1 I I ie. i d� w OI 1 IC, \ '�// a\, \/l� - , t.$ 4, / t RANCHO {ya. t'� , ( GRAPH C5 0 METERS 250 50 100 200 % 16, v 156 �-� l'!".c , _ 1 8i /+,. -,ti \ \ 157 158.` `Q� �, 3G'^. FSTNO,-.�. __P v `175( i t I 1~I \ \\ '1 I I I \♦\ f , , ,' • � /` , �----'' II �1 i--'� / / \ `\ ' 1 --' `,\, \PALOS l/EDES \;�c\ \ \ ��"� 1' 200 a00 600 E00 FEE T ` I LEGEND Is, F9 LN ' \ \ f �� / / b9 \\ 6 \ PORTUGUESE BEND- �12� - �' • �Tq- \ `� O 0 SEWERS MA INTA!NED ��! _--=_ __ ,\ \ 90 1 1 \ -------, / 1 \ /--__',i /`\ \+ I I C \. \\ 46.4 \\'''' ‘ \`\ \ / /' / / :4. `\' ,' / / .JA \ / / II I I1 101 /i 'I 1 1 / 1 t I 1 I `_ p ¢/ BY ( ,� SPY �' �.%/- ' -.,/ AF.p}j _?J• v 1. \ -- , 1 9P �\ , I $c \� � ��'\ . \ \\ i \ �'� \_.% CLA\ SNP. 6" UNLESS OTHER - WISE NOTED ...0 0... PLASTIC SEWERS • -4--6-•CONCRETE SEWERS "O•--}"- CLAP SEWERS. LIMED 0 0 CEMENT SEWERS. LINED FORCE 'AWNS /V// \ ` NI 1\Z, la - �� 1 1 \ ICI 11 1\ \ / \ \ I /i \ O�G\\ \ RpOHf. c><11 N0OREF - 1 ` - _ - C - SEWERS NOT MAINTAINED BY SLID - 4- -O' - TRUN.l' SEWERS 56' \O� 9J 1 P: CA17�L3VIEW \`' I` i 11 I / \ \ a \ - \\ \ I a\\\ CIESTERFII:LO \ y\ -_ -\ \\ --- — CITY BOUNDAR\ 92 1a -p9 PO 0. 563>- OR. STWWD OR T,80 C�O C�f, /0, Dcean'a 1RE ri�gCOP IlS OF 96 .-1rs. '45 D \err/ � 3 �� 94 - ` • / �05 �\ 106 QP 1. J/77 • ` \` QO�\�108 `�\ 350. 8e \ 19p�F v1 i 109 pc ,Bi 10jFtYn °\ �j y �IIO Z3g� ` O IN 5- 5 0 6 171 9a \ PALOS 1010 0 5.5•\ \ \\ !/ERDES 162 i N� \ '��Q/ 1 /•�/ \ ' 1 4. \ I , II II 1 1 , \ , / / \ \\\\ 1 I \\ \• \• \ \.\ \\\\\\ `i.l \I \I `\ `` ��j' 1 i R l ti IIF' T ��/o/ trl // \I 1 ,\ 1 1 !\ ttl I 1 1 \'\ 11 I1 I� //� / \ \ 1/)/) // \ `�_ -- ' / O,, \ , -.4 / \ \I ol• \`. , 1 W, __-_ 1 I I % , ///1 i ' // // 4 / // 1I OI 1 /^\ T `11 ` o1� �- ,//-PD- --/ _•,././' \ ( - • \\\ 1 \ ` } CI 1, V I i , 1 1 l I I \\\\ 1 \ r \ I , \\\\I Y' 1 1 \ �i 1 F4�TF/ 4-40 // 0 STANDARD MANHOLE DROF MANHOLE C7 $H GLL ON MANHOLE O TRAF MANHOLE WEIR MANHOLE C. 0.-0 CLELNOUT -� P HOLE L.M. LAM H L O PUMP STATION TOTAL MH'S THIS MAP: 176 N 4.024.000 oR SEE SHT. NO. S-1600 At" MAP REV <,Ys`' 05-19-16 °` ' Y DATA BASE REV CONSOLIDATED 01-22-92 S. Psi. D, S-1599 I T. Dot C_. A ID r APPENDIX E I_— 360 38� Sou Coast It/Pete eber Eq bn r Chandler Pa er4 Clly Rulsnp H fatale Yy do LA, COUNTY, Atk s 0 150 300 600 Feet 0 0 Ln 290 300 0 /3^ab'p ROLLING- HILLS ESTATES 5-P-92 Trunk Sewer Crenshaw Boulevard P. s Verdes L •I (Cie ed) South ,as Padrr .ar be fr .;aMtn entileId LA COUNTY Paws Verdes Ler dull ICksed 4" FORCE MAN • 89 7 486 / 484 3 159 477 Rol • H1II9 a v s.. Hills C.. Hall ,2126=7 192 191 I iMtn Choi, SS -116 and SS -0043 SP-PD038889 400 Por lab .MINI PD07160 eD'�'ra sy P NI N Llndenli. Y; _..._Clnajler_. _ iodn n AY i4NI NI IN NMI _ NINI NI/a0 NI jam, . .t" � ROLL- I,NG)HiILL°S �/ I C. MA ESTATES t 247 48 1 152 (.03 C510 $farces: EM -HERE, Garmin, USGS„ Intermap, INCREMENLP; NRCan, Esri •�Ja , METI, Esri China (Hong Kong Esri1Korea, Esri (Thailand)7NGCC, (c) /Op�enStreetMap-contributo s an\d the'Gi uiser\Corrunityy P4 °,. 1 \ I ` / /,#)// ■ ■ Esther L OMI TA Chapn Hdls 11 OD r p ye OopO -160 Club V,e ' Lq CITY OF ROLLING HILLS PROPOSED SANITARY SEWER LINES CITY HALL, TENNIS COURT SITE, AND UPSTREAM PROPERTIES AS -BUILT PLANS WWI LLDAN extending Engineering reach October 2019 U:\107599 RH Sewer Line Study P1\700-Desiqn\706-GIS\ MapFiles\RollingHillsAsBuilt.mxd COUNTY SANITATION DISTRICT N25) OF LOS ANGELES COUNTY, CALIF. OFFICE OF CHIEF ENGINEER CONTRACT DRAWINGS nCDT- SAN FERNANO Ss 0, vR SANTA MONICA OCEAN PAR VA RUY5 pre," BEL AIR BCVEli% PLAYA DEL REY EL SEGUND w NNBEACH "CBEAOCH REDONDO BEACH HOLLYWOOD RIVIERA DOLLY WOOD TU,GAGA NEABUGO CITY LA CRESCENT • C LENCA LE EAGLE PO PALOS VERDES NORTH SLOPE RELIEF TRUNK SEWER ��CTI ON I B OdDHcci'is'osc✓� DATED ALT ADE NA PASADENA CNC OWN aro SOUTH PASA IC AL RAN BRA VERNON ' MATWOOD ' AUN11NGI PARK MINGTOI GENERAL LOCATION NOUNN GATE Pedro Boy 5OR M NTTRRREN eSION • AU; SUNSET BEAC IL SIERRA MADR, • BRADBURT 5 MONROVIA A ARCADIA DUART7A' A NI �'f• ADDS L, p a• WY.INLAEE TEMPLE DIY ROSEMEAD E EL DRY SOUTH L ROME T NO,AWALN ' LA MIRA.-�. COV NA 7rS' tCVAA4 -- FULLERTON ANTE ,LipU(A OAIRn AND CERRITOS T, CYPRESS „Tot CAL REACH EROOMSM BREA „ SAN DISCUS ONSC y T J INF Ara" IN MILLS Sr SUBMITTED RECOMMEND APPROVED APRIL 12 1972 ASST C IEr ENGINEER ��DATED APRIL 12 1972 CHIEF ENGINEER STANDARD DRAWINGS WHERE REFERENCE IS MADE TO STANDARD DRTWINGS OR MANHOLES, THE FOLLOWING DRAWINGS AND DETAILS ARE INTENDED THEY ARE HEREBY MADE A PART OF THE PLAYS FOR THE WORK COPIES ARE AVAILABLE AT THE DISTRICT OFFICE DRAWING N" S -o-201 S -A-202 S-0-203 S -a-204 S -o-205 S-0-206 S -a-207 S-0-208 S -o-209 S -x-210 S -a-21 1 S -o-212 S -a-213 S -o-214 S -a- 215 -S-a-216 S=a-217 S -a -21B S -o-219 S -a-220 S -o-221 S -o-222 S -a-79 S -a-86 S -a-223 S -D-224 S -a-225 TITLE DATE Oi_ ORa:I_NG STD MANHOLE, TYPE "o' OCTOBER, 1970 STD MAN -IDLE, TYPE "B" OCTOBER, i970 STD MANHOLE, TYPE "C" - OCTOBER, 1970 STD MANHOLE, TYPE "0" JANUARY,1972 STD DROP MANHOLE OCTOBER, i970 STD MANHOLE, TYPE "E" MARCH, 1972 STD 24" MANHOLE FRAME a COVER OCTOBER, 1970 STD PRESSURE MANHOLE FRAME B OCTOBER, 1970 COVER STD MANHOLE STEP OCTOBER, 1970 STD TRAP MANHOLE BASE OCT OBER, 1970 STD TRAP CASTING OCTOBER, 19'O STD CONCRETE CRADLES B ENCASEMENTS MARCH, 1972 STD "T" FOUNDATION - OCTOBER, 97q STD CHIMNEY PIPE OCTOBER, 1970 STD 36" MANHOLE FRAME B COVER OCTOBER, 1970 STD HOUSE CONNECTION GAS TRAP OCTOBER,1970 CONCRETE PIPE SUPPORT OCTOBF.R, 19'0 ABANDONMENT OF EXISTING MANHOLES OCTOBER, 1970 TYPE "A1' OR ''B" RECONSTRUCTION OF BRICK MANHOLES OCTCBER, 1970 STD PULL RING OCTOBER, 1970 STD PROJECT SIGN OCTOBER, 1970 TEMPORARY SEWER SUPPORT OCTOBER, 1970 STD METHOD OF INSTALLING SADDLES JANUARY, 1962 STD METHODS FOR CONNECTION TO AUGUST,1970 PIPE B STRUCTURES STD 30" MANHOLE FRAME & COVER SEPTEMBER,1971 PIPE BARREL DETAIL DECEMBER, 1971 STD. CONCRETE COLLAR APRIL ,1972 LEGEND inwi rCida, ••• PRAPDSED TRUNK SEAER memo EXIS-ING - • I. FUTURE DR UNDER CONSTRUCTION s -- EKISTING LATERAL SEWER - WATER LINE NA " IRRIGATION LINE SA STORM GRAIN a " GAS LINE o " OIL p -- - PIPE Ta TELEPHONE CONDUIT C ELECTRICAL " • RD TELEPHONE POLE R DEAD MAN •PN 011 POWER POLE " i./'l//7///7/7/777L './,/)(T LIGHT FIRE HYCI3AST WATER 6 GAS VALVE FENCE PAVING " CURT, PARKWAY B SIDEWALK ▪ C S D BOUNDARY ▪ CITY RIGHT OF WAY OCCUPATIONAL RIGHT OF WAY BENCH NARK PLAN a PROFILE SHEET INDEX NOTE REGARDING EXISTING PALOS VERDES NORTH SLOPE TRUNK SEWER THE CONTRACTOR IS ADVISED THAT PORTIONS OF THE EXISTING 12" AND IS" DIA. TRUNK SEWER PARALLELING THE PROPOSED SEWER ARE IN POOR CONDITION. THE CONTRACTOR SHALL MAINTAIN THE EXISTING SEWER IN OPERATION UNTIL SUCH TIME AS IT IS NO LONGER REQUIRED TO CONVEY THE FLOW. ALL EXCAVATION AROUND, UNDER AND ADJACENT TO THE EXISTING SEWER SHALL BE DONE BY THE CONTRACTOR IN A MANNER WHICH WILL PREVENT FAILURE OF THE LINE AND DAMAGE TO THE PROPOSED SEWER UNDER CONSTRUCTION. O • • LL 1 h / Nc. V �V O 41 -8i iC J A/ 10 -a- SHEET INDEX SCALE: L7 5-p-92 SHEET No. I n1RrT.AIMRR• TE[R.rnT;AT' RANTTAVON DERTRI,FR FYF[.O.s NTIA.T10r'ETI TA -Ty IDI.CFRE[TS) PROVRIF.THIS D.TORMATION"AS IS" FOR GENERAL REFERF_NCEONEI% THEDISTRICTS DO NOT GUARANTEE OR WARRANT TUE ACCURACY OF ANY LNFORMATION SHOWN OR THE DRAWINGS AVAILABLE FOR DOWNLOAD. THE DISTRICTS DISCLAIM ANY EXPRESS OR IMPLIED WARRA: ON YPL R1j LEjTLJ TC /0 T 8 R NOTE: THE CONTRACPOR SHALL PORN/8N TWO STANa4/W PROJECT S/GN$ PER 3-0- 22/ 5N 7 PR/OR TO MANDAACTDA//M PIPE Aerit R S FOOT .FADiOe_i': CORVE3 Pi/4 1il' ur SHALL BE suBMITTF0 QNG//JEER FOR RSV/H44/ AAID APPROV4L, -- ": -1 '� _ := . 4fAx. DEFLECTION $11.441. Nor EXCEED S'AT ANy ONE . .._.I ... __ ..._.. _.._ _ ....-_y...�..: T . Y ti 1 O o' i`J¢°48.0.! 4• - _.0-21;33-.34-. /8S 36-' RC.C. 5'18.43 4C.•7.L0,3.79 1:1 5�\ 2 • "j-- k=a-' -i •i •ii EX/8T.Y5321Y R./NY. t_._1 1-. N y MANHOLE COVER :LOCATION 920 • 'Ctwt.37OP LOO NOTCH See.O,orNLL;4, sed s o•ro91 � .. -sCOpe: sMelyp —COG: G: -:410 2 L ...i: A/OTCH pO y5 fO84:AvrCK:FvJ? TYROFOA/v ';'l;I` t _ .PLR :ANQR (0.1', Tm a 4'C. asv: ' ;va: scice S7:0 44H_ lasl`' 0 I _ SCALES NORIZ .I"=40' VERT. 1"- 5' 4.Astp ON FINAL SURVEY I r N- o L vo. :200- l SHEET NO. 2 OF 8 SHEETS AT 37A. �7+f6 Z/.9S • . ...(MOGVF/EO.FQRFCOW.MEASU.VfiYENTI FINAL SURVEY - - - - - - — - NO sate .. _. .. i•••;,,, . .. .... .. ... :... .... .._.� _. . ... ... y.,�..,,:_:�. ..:�.., 1�.:. ...:.-. .. .,...:. :.. �::...�� s OIIFON FOR Cf1\ ! �r- -, - ,. ...- _ .. _ -_: . .. ... .... _ ... . .. ... ._. _ u ! rinw """"•'-`�" \FNIMATIO\CNOIO.P \OT A➢.RFl.1V. tTRtITO\. TNF.TAFORMATIOY NAI RP.�•T.�f"1� FIELD 800K r1 C11 1, I CHECKED CATE KG. Np • F s•is: i :rCoa� 7a 5 0 92 .— --.-----•-+s�.o.a�.m.n�..,ra-r•rnrrc r.v.nn..rror ce rnre.*n�rnrc�rDvrrb, Unrh'nnb �wr],LYV:tvtli.Y.`m,K:A.elc�•r vnSTKcSCo.r oiC0004n:rbn•nv•r�rFTbr]-+•e n52SrnTr_% .nn•[•v no vr.00.•Tr'TTrO rrr,9.ra�n�Ai't }��Ci,bw,• cnn,vV•nD'THV IIY�IVf\I_cIV•ne4,��F-VnO nn�nln TnF n,C'19t!'1'c n1Cl-I.eMe:'V FYVGFCC nR MPr.1F11 W.1➢C��\'TV, TIIIGi J- =290 -280 2/ 20 /9 /8 }- /7 --2"d "F AA _ - L _ . - - - - — - - 'I-- •---� • I -T --I— -I '_. Ex/ST. SUR/ACE __ — - -. -- - FUTURE .5U;7/ACE .r. - /6 I -- 240 _ - — _IA 4 of . • • - • 1 - -• -C/ T Y Of ROLL /NG C / 7- L 5 E5TA.TES. RANCHO LOS PALOS VERDES NOTE• PROPOSED cereal "UNDER CONSTRUCT/ON BY OTHF8. , EXACT' Lim/TS UN/1NOFYN. THE CONTRACTOR SfiALL MA/NTA/N Mt" FA1-'EO DETOUR, /P NECE33ARY• TO .3477.FY 77/E TMAFF/C REOU/RE,LfENTS. CREN5NAw C0U/V T Y O LO5 ANGELES f__ _zzo --_=i�o 74F= . F . • y_. — 7 a /6 /4 /3 J.= -1X/31 sower.- -- I O F: R R /jj/__- /0 - --i -- --�-- -'— FUT /R2 SURFACE -• A N C E , _4 FINAL Sv. V ; r _ I S/5 R. A. i L .47: Dec74 I:HTIerii ID S irI. Atff'RF(HHN.1 111: AFAii. • T R A C T N > 9. 7 6 3 d • 04!06' 30' R• 2882"' 7 F 106.96 L • Z/3.82 B.C. • L4139.81 f.C..J (53.63. a"0,4TLR. 33'1Y•:OF ¢ TORRANCE MU,V. WATER DEPT 6/i5_EWO:R LOC. AR/f5 C/TY OF TORRA CE ?,.` kr o 4 x0N. <k _4 V ti0 4� %,,111, pp0 fPo35 M.C. BL VD. 1 4' • z ti BASED N FINAL SUFV • ? 5 24O i 230- N �I ^�JI1 in -I \P- O U• f e 220- H > LI L (fW▪ d 0 z 111 rl w r w Lz Q< w >- o F- J 73 z O (�o SHEET NO. . OF 8 SHEETS DWG. ND. 5 p -92 MA1' 414:44,F01, DISC »IT.117A].IILS"CRIcr. of 10C.\]G};1.1', µ( }tfi TN lliiNizciu 3AfK41+n16-16•'i'HIL .F:NFRM:'RIe1 FRF: 5/1, -TH1-HI.SI'RN: Fs-NI+!NN'-f}eiHlti*E•HRN'; Ftf :W imii-EYt`.eexte'7411'1t'.''Y'IfiFTM.'HfYf1(IMSNH eN-Nie te-DRA'\Yt\H4TA'flit'RNY.!'YtiN1MfN'NtH rit-t II:-DISAltHzFSiMDl9..,1\t Atil.A OIMNiA:DiDAAfRR,\ "F`Y:'FHFS'1'.'%F'I')HMA4'IHY , flli: 49, -340 C 2 I C .0 U N T Y- .30 ' cO J .1 R A Al CH FOR REPLACEMENT SEE DWG.. a.- p -129 CUR VC" 041'4. . G • 31ZZ0'35' Ra:/0/8' T. 276.04' L•539.i2' DX...30.0426 4.9 36 440.36 CRE/VSWA1W :0 P 0 27 26 - ..:-330 • . 1 :. - t l_. : . . 4 G 0 5 SPR/NRL'F.RS IN THIS-.V/C/N/Ty HOT -SHOWN 25 24 1 — • :.j" • _ -' RECONSTRUCT 24' 3TORA4 OAA/N --... ..: 0 _ :_.. UNDER OR OYER PROPOSED SEWER ;.--:T0 CLE/LPA30/Adc,4OEYTHEENO/NGPR. COST TO BE /NCLU EO /N THE APPROPRIATE .L - A N G e L e 5 - ' 23 - 22 C/ T Y O F RO L. L /NG H/ L L .5 E S TAI T E S .+ UAS-cD bN FINAL SURV L O' S P A L 0 S V E R. D E NOTE: PROPOSED DETOUR UNDER CONSTRUCT/ON BY OTHERS. EXACT L/M/TS UNKNOWN - THE CONTRACTOR SHALL MAINTAIN THE PAYED DETOUR,/.. NECESSARY, 70 SAT/SPY THE TRAPP/C REOU/REMENTS. "fOR /ENCE RELOCATION SEE SK. 9, SN,ET 6 • J. BL VO. -320- 1-310 -�'- =K1 • 5 .3 29 a zN ❑ J _ > Y W u n Z7 < Ul N -7 d4 a m�. N fR S=1EET NO. 4 U1' 8 SHEETS "I��C cI pe L T�5 92 DISCLAMER: THE COUNTY SANTTATION DISTRICTS OF LOS ANGELES COUNTY fDISTRIC151 FROVDE TINS R.TORMATION'AS IS" FOR GENERAL REFERENCE ONLY. THE DISTRICTS DO NOT GLARANTEE OR WARRANT THE ACCURACY OF ANY L\ FORMATION SIION OR THE DRAWL4GS AVAILABLE, FOR DOWNLOAD. TH-E DISTRICTS DISCLAINAT-Y, EXFRRSS,OR NIPI./FD WARRANTYzTHI$ I�'pORMAfTOS SHOULD. .T BE RELIE�UF 1'O�CO.��YRUCTI MAY REFI,P,I.T 43 42 4/ R A w N C' C/2EN5H:4lN y'1c;IPRO1{.fJEL',j,p,A• 1.' 49 0417/ Q, / A. 40 0 H O T Y . iii 39 3g 37 XI • O S P FOR REPLACEMENT SPRINKLERS (A. C,. PV4f7) TN/S •'P L O A -36 O 35 94 33 ' 32 A .. - : ,(' YE:0Ar4 R-LOL9"- �2Z�¢4_' L • 51E72. 4.C. _%3CTEDT.-76 i 1•C.a 3SZ4O:38.-` TREES 1BpSNES pp ) `Vi TY p NOTE: REPLACEMENT Of BUSHES DAMAGED BY CONTRACTOR& CONSTRUCT/ON OPERATIONS - W/THIN CRENSHAW BLVD. R/GNT Of WAY WILL NOT 86 REQUIRED. THE CONTRACTOR SHALL EXERCISE CAUTION 0/./R/NO H/S OPERATIONS TO PREVENT DAMAGE TO TREES. Too:o o SHOWN R 0 ' NOTE, I • 1.. .1 E_ 5 TO BE'RFLOCATED BY OTHER! "PR/08 TO CONSTilc'T/ON &NO COST TO THE CONTi94c70R LG S 9 SN 6 At)ON -38 -37 i36 . { BASED on FINAL $JRYE SCALE, i OAl2 4C' VE.RT I a. S 35 L41 - }� r _ L i�R 0 s Ys` w U o L� east zz P4 0 V l Au - ,W W O� J SHEET NO. 6 OF 8 SHEETS RJAL ,R /E fl � I,.1.0-. --- °WC. Er', 3!.� ,.1.0 "CI, ... C, GAT; S %9 R. A. ;t. A.71 pen 74 5—p-92 D1SCLAMIER. TIM COUNTI' SANITATION DISTRICTS OF LOS ANGELES COUNT' (DISTRICTS) PROVIDE THIS 1NFORMATION"AS IS" FOR OENERAL REFERENCE ONLY. TIIE DISTRICTS 1)0 NOT GUARANTEE OR WARRANT THE ACCURACY OF ANY INFORMATION SHHOWNOR TIIE DRAWINGS AYAILARLP. FOR DOWNLOAD.TUF. DISTRICTS DISCLAIM ANT EXPRESS ORIMPLIF.D WARRASTY. 11115 INFORMATION SHOULD NOT BE RELIED UPON FOR CONSTRUC170N. THE INFORMATION MAY REFLECT R NOTE; OA WA7ERL/NE/J LE3$ 771AN 3 fT. ABGYE 171/PIRWOJ/D P/PE THE 511PMR P/P! IY/TN/N 4,1,r HORIZONTALLY Of ' TEE iW4TFR'LW6 SHALL 847 CNCAJED AS.0gTA'LGD "BELO0 (ACC-COSTS70 06 A,JORBECIJAC71/2. .i 44,90ROPRGITE.P/pf /7Ed/.) . 6.0-8-3000 l,0NC. 3:TYP. -6'M/A1 7 �4 T/E39/8 a C. COHC.. ENCASEMENT OETA/L SCAzQ%s/Ice I .4_30 1 420--..r 4/0 -- - _L = sietsY7—dy 9 q- CONE. 1HtASfM1NT - Kw, O TV/Lea R ow)_; "4, ORcAae e*, IHAAT'Z C/TY OF ROLL/NG H/LL5 ESTATE5 N • C H 0 •: 0 C88Yr:0AT 8"i48,-47 '39? R•22.3_ - r • 10.18' C • 19.%2'_— ACC. 49:93./8 �E:C 50=1T.30 P 0 • 0 10U137RIAN TUNNEL 1UTUR1 47 • 4e 45 44 __:.i _ " ✓ is :_ ��a J -. COUNTY OF L O5 A NGEL E5 [Uart_04L4. :r-• .118.70• 6 430.38' • B.C..1 +62,99 RC0.49 " 93.18 0 43 + II : BASED ON 'FINAL SL '.. i 470- i . . . .. • .. e .._ SL.1 ES u,Z , :43• vENT E R D E S FOR REPLACEM NT J SEE DWG. 5-p- fICR - APR fat "Wee' GLOC 1 JE/ ,kC y, SW.0 O JPR I/NAURJ yy ,e I 7N/J V/C/N/TY N T t (1: V �Iro �I� r V RAL SHOWN 9-1EE7 'VD. DISCLfr DF ...a_ _SHEETS FINAL iuRVEY - - 1 II.. 2 \1FR: 91D'. f-ot'\Il'ti\i1F\Tif\ T \" R "• t . '1' \t 'It \Sf ll F ISTRII:IS UISC1,M1A\Y FXPRF.titi (IR I\TPLIF:II'S1RRA\ ' 1\l:f)R\1A TAD\ Sil(1L1.D\ T1E1311.1F:1)1',,,`i.VDEt-ToNt1 I c47Dt({41E5, (Ikc)F1Q/i\tAV . .,�,. J11j.R1(Tif)F;1.f)$ARC.FLFti,Cql'ZL'1'ID[�7R[4T$�PNgVI7JF_TN�S�!'f:UR:\��U..'%:l�.k)g fiE�RA[,REk�F.Q�'a(;1_S)\1.Y.77)j: R��RICT.I'D(),\OT„(yl.'AJ1A'�'J•F;tQR IY.�RRA'�•T{[�; AC('1'R�CI•.QF�A�I\PR.. j.. V [[IR\l)RT1P?RItA\��LS�A\'AIL1RI.F FOR Ili1R AAD. TH ,D . . .. . .. ...p 71.T1IIS _ .. •( L SC45 YERT. 1":7: S/BANT P/PE LAYOUT L14AW/NGS FOR APPROVAL PR/OR TO ' MANUFACTURE, jPR02. /2 YCO SEWS PLAN. A N. SCALE: /'.•.IO' • .D.ET/ALL....o,: CONt�I."A." EX/3T.O `Y..C.P (ro es ABANDONEOJ pgs • J6 `3 B ONN A D J8 •4d6's. A coNsTRUCTM.H. AROONO F(/ST KC.R., • . BREAKOUT_ AND ReMOYe_ EX/ST(NO /N3TALL AN. APPROVED FLEX/BLE CONNECT/ON CONCRETE FILL AND PORM' JMJOTN ' CHANNEL WHEN AND .45 D/RECTED LN' TT/P EN6/NEER. • -PLOd WIN BRICK R'I ORTAR 35. 80 CHANNEL. QATA?L AT..__Q+3LS _SCAL:E• /a /-O"'' "-. NOOSE- CONNECT/ON ROM, ALL NGS/YL Jl. ARE CONNECTED TO NNW/Jr/NO TRUNK SEWER SHALL Be - CONNECTED Tome PROPOSED SEWER BY INK CONTRACTOR,* Af7A/LED HEREON WIN 0/REC7E0 BY NM INC/NIER. TN/S WORN SNALL BE PA/0 FOR ONOER N. C. ITEM. WHERE REQUIRED BY THE END/HEIR, Till CONTRACTOR SHALL PLACE ORAYEL,q -010 UNDER THAT PORT/ON OF EACH NOOSE CONNECT/ON WHICH GIJ W/TN/N THEPROR.QEWIR EXCAYAT/ON. CRAYIL BED MBE PAID FOR UNDER GRAVEL B/D /TEN. CONNECT TO EX/ST N. C.' OR EXTEND EXIST N. C. TO CONNECT -TO CHIMNEY = --eh/3T-N.G ice_ h coAwCr TO.' EXIST/NG N. C. d" V41? q PROP 3EWER .COAL Ai/CREAN'T TOR OelA/65. NOT 1101;92---1_ � i% `` PROFOSLTa SCR Rs -t• /a ---,BOTroM OF PIPE ' AL TERNATE..../ L',rk-/NG SEWER Tb or ABANOONED ALTERNA..TE.2 C.ONNECT/ON_.,OF EXL.ST.._H.C. _..:-TC1 PRQPQSEDT,57EWERT-- ._.INE CONTRACTOR..ANY .CNPLOY.EFTHAR. AL TERRA TO. /.OTT. NO SC,AL E _ GONNK7/ON 'A"NOTE• -PR/OR TO LAY/NC-PIPE -TOR 'GONNCCPON A'ONE CONTRACTOR :.SHALL EXPOJ! AND VERIFY T7IE ELEVAT/ON OP INC Il/SDNO SEWER/AT CDYNEC7/ON A"STA7/pv O. /P.O.. AND 0+36.01, /f THE Czar/NO PIPE ELEVATIONS VARYFROAI THOSE AS SHOWN OH. THE. DRAW/NS,TNE CN6/NIER WILL AO✓UST 77,2, GRACE OE CONNECT/ON:A' TO PRECLUDE INTERFERENCE BC TWIEN Rie. PAOPosS0 B' V.C.P. ANO TI/E COST/NB /L R. C.P. ' SO. CONNECT/ON 'A " /6' -DOUBLE: SP/601 ENO • 60 LW E3/. 44' _CHANNEL DETAIL AT OfOO. Q - SCALE PLAN ALTE'RNAE / TYPICAL more: R<CYCO' 9B' fwa L'N J1L'ER Ale CONTRACr4k SNALL -: 7 L AN APRROVED FLEXIBLE COkNEC7/ON TO' URRY :14:::En:A:th$4, THRU'f/I8" MANHOLE TO ALLOW THE PROPo3E0. ONNICION. TO BE LONE IN 7NE DRY. FOLLOW/N6 ONNCCT/ON 7NE COVTRAC1AR" SHALL INSTALL AN ED'FLEXIBLE CONNECT/ON 6ETWEEN THE EXIST/N6 15" - ANd'PROPOSED V.C.R AND Ne SHALL COMPLETE . ANNELIZATTON WHEN AND A3 DIRECTED BYTHE ER. - .. .... _ . ._ TO Be R4/D TOR LINDER MANHOLE RIMODELIN6 LVD HEM 47°= Ar 5.00.0 49°.t AT 901/1.3 FL UG .. NRCP, .WITH BRICK AND MORTAR TGRAVEL PrLL~/% `2YNNL.'-= CAP. Al? ...5NELP .SURPACA'. _...S DPI. 7tJ_ <a4A/.Y _.. s+QO.0X. M.N.) 25'LTT.B.STA/8'07.5 BRKK BUCKHEAD 4- PLASTER .5000A1 CHANNEL AS DIRECTED BY THE EN6iNFER. __ EXIST LS-HR.0 FLOW CHANNEL .DETAIL . AT .5.00O(2 SIM/EAR 017.4/L• AT 37A.' JO' /d. 30 RENOVe BELL END.... . A4-J/1JWN-ALL AROVNO /2' clod/ate SP/00r END :.. ,DETAIL A" _: N0 3CAL6 .582' //E"PIPE) PL14N ALTERNATE 2 V C. P siO/NTS AT ALL. MANHOLES PIPE WALL BILL AND SP/60T OR LOUOLE_3P/60T END . _ SEE DETAIL: A'AL4VE. 0 4.1 OC x i DWG. ��jjNO. yL.�� C� AY iLf.'F1ECTI DISCTdI 1F.R: THE COUNT)' SANITATION DISTRICT'S OF LOS ANGELES COUNTY (DISTRICTS) PROVIDE THIS INFORMATION "AS IS" FOR GENERAL RRFF.RF.NCP.ONLY. THE DISTRICTS DO NOT GUARANTEE. OR WARRANT THE ACCURACY OF ANY owoRMAA/O\SIIOWN OR no; DRAMNGS AVAILABLE FOR DOWNLOAD. nIE DISTRICTS DISCLAIM ANY EXPRESSOR.IMPLIED WARRANTY. THIS INFORMATION SIION.D NOT RR RELIED UPON FOR CONSTRUCTION. TIM INFORMATION • • saatlon` i,era[ h= .Tbq notes and specifications• contained on this. drawing are supple- mental'to the "Standard Specifications for Public Works Construction, 1970 Edition, and:Amendmenta' as adopted by County Sanitation District ,I NoYS.'of Los'Angeles County dated October, 1970. In all mettere where Conflict' exists between the notes and specifications on the drawings and• Standard, specificitions, the notes` and' slecifications on the drawing.:%;'• • shall' govern, ,," •/'`; -The Contractor Aall'not be responsible for the coat of rehoovai,• .,• relocation or protection of existing utilities, if such utilities aro not shown on the plans or are not identified in the specifications or, in case of a•srvica connections, are not located by the utility owner's prior to construction. The Contractor shall not be assessed damagee for delay in comple- tion of the project when such delay result, from time required by the Contractor to protect a utility not shown on the plans or identified in the specifications, or when delay results from time required to remove " or relocate said utility. Unless otherwise allowed by'the Engineer, the Contractor shall con-' phete construction at each location including the permanent resurfacing within 45 days after commencement of construction at the location. Com- pletion of construction shall include all work required on the drawings and in the epeciflatlons, including manholes, house connections, plant- ing. and replaceme4 or repair of damaged surface improvements. Failure on the part of the Contractor to complete construction at each location, including the permanent resurfacing, within 45 days after commencement of construction at the location may result In a directive from the Engi- neer to cease progress on any or all parts of the work under contract until construction is completed including the permanent resurfacing oh .all porttons of the project commenced more than 45 days. prior to the date of the directive. No additional compensation will be allowed as a re- sult of such directive. • • Section 2 - Correction of Sanitation District Amendments to Standard ectflcations for Public Works Construction, 1970 Edition The third sentence of the second paragraph under 306-1.13 "House ' Connection Sewers" on page 14 of the above -named amendments is hereby deleted. _diem 3 _ - otification •' The Contractor shall notiy t7:•+ following agencies 48 hours prior to commencing construction: C it•t of Torrance _ Mr. C. C. Powell 320-5310 Assistant Water Superin•.endent Mr. Glenn ;leaver City Engineer • City of Rollin' Hills Estates Mr. Joseph P. Leach City Manager • to A_ Coun Road CecArtmrmt Permit Notification Traffic & Lighting Mx. Ed Cline The Contractor shall notify tihu following peraons or 377-1577 OR 4-0300 225-1577 Ext. 7524: firms at least 42 hence prior to commencing construction in the vicinity of their far.iliti:-s: Palos Verity,;_Watt:, Cc:roan•, Mr. C. G. Svllarh tr ._._ ._.,. vice Preside -h': led General Me ever pacific TT=1•: ctOs» ; rvla 'sub Co:'roan' 541-2438 621-3111 '-Section 4 - Crushed Rock Beddin'• • . All bedding from the bottom of'thu pipe to one foot over tho pipe shall be crushed rock. Croaked rock budding. shall be 1/4":to • 3/41 aim, conforming. to ASTli C 33 Sine 67, T1he maximum alhweble:', trench widthe•'shall bethe S:'me as sboa, in the iablu on page /._ . .. of.the County'Sanitativn Distr icta,lmenrbnenty to CheStandard$po- cificatione for 'Publi Wortts. Cokutructiony 1950'Bdifiu c' n, Clst)to ., be.'ablorbed in'the ayprogridte pipo'item. Section 5 - Dackfitl of the 'fronch Between Stations 5+001 and.14+001 the entire backfill of the trench shall be mechanically densified to a relative compaction of. 90%. Between Stations 12+00 and 5Ot121 the backfill of the trench shall ho mechanically densified to a relative compaction of 80/ to a point three feet below the existing surface, or to a point three feet below the future surface where the plane indicate the future` surface to be below the existing surface. The remainder of the backfill shall be mechanically densified toe relative compaction. of 05;5. ' The Contractor m.5 import sand backfill to facilitate the attainment of minimbm density requirements for a portion or for all of the backfill, The Contractor shall obtarn approv.il from tho Engineer of the proposed backfill material. Bask sand from "Chandler's Palos Verdes Sand and Gravel Company" located at 25701 Crenshaw Boulevard, Torrance, Telephone 326-1212 is nn approved material. Trench backfill shall not be densified by flooding and/orjettin•3. Section 6.- Traffic Requirements '• The Contractor shall maintain two traffic lanes, one it. each di::ection, at all times during construction. between Stations 5+00 and 13+50 and between Stations 39+00 and '50+12. The Contractor shall maintain three traffic lane's, tiro no,.tthbound and one northbound,at all times during construction between Stations 13,50 and 39+00. . When the Contractor's operation will not provide enough width to maintain the required traffic lanes on existing pavement, ho shalt construct approved paved temporary detour's. Detour paving shalt be placed on firm unyielding ground. The Contactor shall obtain approval from the Engineer of the material and mochcde to be used to provide a satisfactory surface for traffic lanes, :-Iini:nus traffic le,no widths shalt be as required in tlhe "Standard Sp•v.i. ficetione''for Public Works Conutructic:,, 1970 Edition". ,'section 7 - Resurfacing Requirements Permanent trench resurfacing and temporary detour' paving shall ho 4" Type I asphaltic concrete Except between Stations 49+56 and 50+12±, which shall be replaced vith 5-1/2" Type I asphaltic cen•nrete over 6" aggregate base. 'temporary resurfacing will not be required 'except between Stations 49+56 and 50+121. The Contractor will not be required to ;emcee and di'pose of temporary detour paving upon completiou of the sewer construction. 29...t.!.:::.1,: ric'..1ifo.rn1:. yes Go . • Segt n El :...Dslo nch !_arks mr. U, Mercl'pct r 673-3020 ,. 5 •_ - . • �' e M. I:4 R.D.B.`7. Tag cone. iTe; •.ahi: 1 — l: ✓. 350.49 55 W)y o" Cr ensh.,. A. lr:- e:ct. 216 Y I" , OVAL NO. , (p' =3i _ N" I • i_ �. RMATION SIfOULD NOT BE RELIED UPONFORCONSTRUCTION. THE. INF RMATION MAY REFLECT @ . pISCLAMIER: TILE COUNTY SANITATION DISTRICTS OF LOS ANGELES COUNTY(DISTRICFS) PRovrnE Tins I1 oilroATIO. ASS FOR GENERAL. REFERENCE O\7.1%1TrE DISTRICTS DO NOT GUARANEE OR WARRANT THE ACCURACY OF ANY INFORMATION SIIOWIOR THE DRAWINGS AVAILABLE FOR DOWNLOAD. THE DISTRICTS DISCL•AMANY EXPRESS OR IMPLIED WARRANTY,TIOS I\FO .. O .'.,'..i-.:. ,`i7 t• x L.6U.N, done.: Ring Hof storm,, Cain ' illev. 335.815 M.8,133' Ely apriroc. s'Crenshaw • Blvd: a.+)109' Nly Pelee Verdes;, ' • f•'r -Dr. No. near Nly. cos.. of Landfill!: )1 WAD. U.M. (P.. 50) 0114. ;)14 N. Tag:goAe. Ely ed.i ncar'bCR, e'. •• Blest:, 239:44~ at Ely tor.'Crensha;+ - . _ ' 'Ro.11ing 1111.1s lid. • 1 ' t 9.!•1. k1B "a.D`.W.M. 'tdg w. Cb,icrena7laa ulgd,i • 'flea.- 195.26.- ±401, W h 1.31' Niy. Prod. Crout. Rd.'{• •a. Section 9 ..Fence Relocation The Contractor may, at'his Option, relocate the fence between Station 26+50± and 46.00.1 Sly within Crenshaw Boulevard as directed •.',by'the Engineer. The work shall be paid for under the appropriate Sewer pipe b.t4-it:-m:•(ReMacerhenl:arfences to original location -rot. required.) Section 10_ ?acnol' A)lisAti(2f tilrge ' Where the future, surface indicated on the drawings ie 'above the existing surface, the contractor. install a maximum of six inches of adjusting rings. llhere'the future surface 1{hdicated on the drawings is below the existing, surface, the Contractor shall ' install a maximums of six inches of adjusting rings below the 'future surface and complete the manhole to the misting surface with a 24' diameter shaft. 'Jccti chi 1'1 ____ _UJ?eclal Trench Excavation Requirerhsnts In advance of comnencndent of excavation for all excavation of trenches five feet or more in depth, the Contractor shall submit a detailed plan showing the design of shoring, bracing, sloping or other provisions to be made for worker protection from the hazard of cnvine' ground during the excavation of such trenches. if said plan varies from the shoring system standards established by Industrial Safety lllvision, Construction Safety Orders, the plan shall be prepared by a registered civil or struutur,hl'engineer. The Contractor shall not comifence excavation of such trenches until the detailed plan submitted by the Cuntlaotor has been accepted a"hd approved in'writing by the ". Engineer. ' Oid . J a' > • F" a` ,o'rc W ' m e.:. p.. D :_ 44 SCALE: I SHEET NO. dp:1&: SHEETS CITY OF TORRANCE 151/9 151* 2452 17475 18410 2433 R 11°!1 SANITARY SEWERS DRAWN: Ti" DATE: Dec 18, 2008 CHECKED. NA REV: 04.535 2.39 i xs� 2 v it'• • H. \'° 2� / - ( 9w0 cvl 201 vry- ,— xs27 — — — — — — — — — — — — — ` K O t 6. - g • Y �m 419 m I 3.404 zags : 1. . N 0.2704 a51t zeal 'G: 3. vi: 1381- 2‘ /r 55.1° 1ST 3S� O wr I 3.7s >'sV xs+s .1 I \y1 ,�. / /O 'n 1•xsa C 915 't za15 I LEGEND r SEWER UNLESS INDICATED 5TH, DEPTH 8- Pj 99 19.6) SS"1W CHIMNEY LIFT STATION M.H. PLAN NO. —�• COUNTY SEWER ---4^ — PRIVATE SEWER STREET CENTER UNE SEWER FACFMENT 8 } mo 8400.6 r x78° 385 2765 2750 0.625 04730 0740 0.78.5 04785 2745 113 1 114 1 115 116WI 116 1117 118WI 118 1119 2734 0.670 0.870 2730 _n. 27,8 24725 2472.5 2714 2710 3.100 34272 x10° 3.63.8 SHEET N0.116 en v :. 1 aN l ae c:srisoal ysma vvaas�ti >./or a.Rlfa .rYIE ..1150 AA 0 40YD i _s- 6 �z • =- s MH 233 • MH2 411T�uATE:Ilt L. 3 • • v CoaRT. 3140 ROLLING a u• Esls1. 10. CAL. GAt : T:O. 4-GA5• .67.28- E.11er. elm.0, PAV�M5141 •ALTERMAT6 We1 MH1 K 6.1606111WJa VASO V g uMw60 • -- Q LING -T- V0RT. HORI1:. r.40' e HILLS 1 -'4i1LL TYRs f_ -.__ Or¢ Selma i aF.Lt u. C Rama - S f 3 y6� y t1 _ll..74 0 4 L/T Ll1ss ===r _ _c • 1 . PtoPo+ea-Or STONY tfA O - -_ PLAN € PROFILE OF SANITARY SEWER 'IN ROLLING HILLS ROAD FROM CRENSHAW BLVD. TO 732.60' E'LY. GENERAL NOTES _-_ I. TKO COAITRAGTOIC SW.LL NDTPY Au. PUa, UTILITY C:OMPMMIL♦ =3 1 100 -bsaMSia- 2 DRRAN Our IxIsT. 6STua OM QOUTN Slow 1 R4CMA4NAL DAs* I- O a 0 ♦ a. 0 r1 +0 k t1ulT. 6.00'-s•1ELR Qas06Y. __- 1 v\ Rams. 64•C.IAP. \PeoPeasa lr %ROAM 05*.e (Sas 11o13 6Y ID STosA/ Mee LAMM",. (San Uora 12) • MH9 Q BENCH MARK: Pl., .apse Sofa lu N.Cusa t t' W. a.C.e. AT N.3. 0.05.1444. PAC.. C.0•4/ 1WT.. C Q1tMtNA.1 lb -so. 24841.R. ' -!{b'E.0. t 1NT►tsa .T10M. ELEV. 199.21E -.1 0.140 Ot11Ila03 OP ALL PRIVATr PAuuTOLS WITIUU TN. AMA O/ COU$TRUCT04 40 1455. t1, ADWMCS oo Ptz000lAt,a ANY %sac 14 %Pao L IT 511.4.1.4. Da Tab RLawouslatiATY O/. Tie C011TsACTOs To LocAT. Paa0 PROTecT ALL Suaursucyusss S10e1 b 11. TN\ CO.ITIVACros Vltl Da*4. Ter OUTOJa COAT OP RAPAltles AMT O► SAID SuasTsucT44as 0AN 141,1 tU MA o DY .Du,e Tea y PROS*GUTIOM O/ HIS %VIM- S 001•0Y 0.1aA clue IUTo Ally 01[1sf1w S1suC.Tutei A4= taxer FINAL AG0 .1105 00 11415 Wow.. CouUTY Su1RAT.oU Orassa.T MUST as 1175./110 Ie 05.04s THAT 0aW56ao (4•/a01.011 M►T Ifa Masa . 4 ALL P•so1Ts 51301.E as 03TA1150 beaota bar 11u.ua - CON♦T4.ucTlo.+• 5. ALL Wawa To as Dona 1.4 AGG=a5AAac► %ATM CITY Oa Tester:1 s*at t.cSyOM. To 1M1.....GT10M 00 CITV CN61Naas. O. THE COUTs.GTos. iMALL LOGA.T! WYSS 4 LATOSAL5 As - 1NtTaauTrD lu "OM FI$LD. T. Ilse: STANOs* Mamie:p s FSAMs 4 Cowan D%o..o * NR A-12. STALIDAio MAS+.w...a DsAw..w 1,4 A-2.. 8. Pao/...Ran 11• STos.A D%*, To 381. C01+♦TRucTto P%.oa To Coe5TS4.'T.•M O0 3.5 111AOLT Sm ram. Say.aa Cs1TO.•a.TOIC To Coosoosts WOW. WITH 3Tot'aa O*AJu. 3 6TATlolIw 14 O4 Sham 4.. 10. MAIIHOLr6 SAW.L D6 4011,11!0 To P1M1to GaAs* UPON Cow s -a -nom O0 3TIMAT Voss. IL /rare, Ptw.N4 %N►u. ba Does 01 °Teases. I2. Pompous= 16.5TooM DRAM LATIPAL To 50 Cou%TSUCTa0 APIA* SAMITANY Selma COuu- sucT.o... SOWER. COUZRAGTOR. To Coo5d1ATa 8oa.c 3m, SToe.A Tama C•.ONTRACTOt. EA1ar. 'r CO. SAu. DIST D16T. Tsuuc Seisms 6 \\ -A0 OOIW&CT10N3 FOR 1'NE DUPOSAL (1 YIDUSIRML WASTES SHALL BE MME TO '!EWERS SHOWN ON THESE DRAWINGS WITHOUT WRITTEN PERMISSION FROM THE CHIEF ENGINEER AND G1NERAL MANAGER NM. 00130(1 SANITATION DISTRICTS. LLaGCND ---4 EXISTING Lima f 8"V.C.P. To be Cower. O MANHOLesToBe CAW'. O EXISTMO MA.NOLDs-` Vire%To be Comm'. IAurea AATS S" V.C.P. 1vsl1e/Pcr P?• ..4ts AA.. .... /. C. R. COMPTON OW se. Dem.uaaa. 4A. CM. sm. u1 S EY �e 0/0106 +NGINaa4. REVISIONS MARA 041E orsuIP11ON CITY OF TORRANCE ENGINEERING DIVISION (6114.9 7DCCQ R•.�limZoc..T.w.-Oi. _ 4•• SA r_ _ Lille. Fa.risierrAf Emirs . 00411 my E.V. HuVLt'( OVWNFD N E.W. Hus1sV DOCKED lIV 6~C: .O lcb6 APPROVED Nov. .9 6 °TT ENGINEER R.C.E. 140.6416 4 ; SHEET 1 OF 1 BNEETS 1011E As SNO 1414 PUAN HO. SS- 43 BA 49-6 E(EV /75 973%/P60 M.W tao.r qs/os Peedts Dr. N. 91.4 ft N.f of E ATLOS V/ao(s Ong and POSF7.N.W oft p.I101 rf7POfs Or: 1TD. C.S. Brass Mon. Nom B. M. 96- S far Odd/hono/ 8.4Is ors p..rted /rat DOUBLE SCALE ,off T/60 ROLLING HILLS ESTATES BUILDING DISTRICT No. 12.03 NMIA Moo. N .. NM .. E NAOMI .NM WOO AS N NEL. MO..uCOMwMa E.n a ra Irmo as A. we SS R MSS,. • N. N. aaOCO e.N. al Iwo FM immune. No UAW a .-s. aa!taat(a[esra my.. AYJT. a.•an.snf a -N Imams aaeaa NNY w 4s a Mso INN An 1.14ml a 4a MI 10•••11 L a.. M .NIts UMW, NIO.A 1 Qaad RonnOCT R wan..w EreS IS MINN Loral= New On moo ass nowt as MITA .. . PROFILE, AI/GNMBa AND GRADE Of SOW Aii RG00 Nn a s a. a a= UMW a.tMI NM WWII an eaa a op.,. ovu CETIa in - 101.013 MOON a= o m M s • E ACM WOAD NOW LOOM O. aaa ar 4 4 e IA ia. IM I MOM. E MCA aon w.a MOON Tr Sou M Ir.amME w.m nowWOOS MON a n 'TD M CwDaK*ION n nila w a. Or s . r net .0 OW Lot Au omaSM. Os sMMM.u�m.aa al orAS NINE AItla.n a wan MOM Mao ne woe Mgr ••••• now IS .mAL{MYMoen SINS 4N.nan AMY aLOS ILA NNOM loaf noN.N EXIST -0"V C P SEaER CITY OF TORRANCE epproro/ orm/a don or me 4J ' a' any Mills Olot*A does not coneffrote 0 repesentotidr as to occurocr of Ms tocOhon or It or/Stence Or non-trrstence ot on/ underyro...rd ✓Billy pips a strocture s..mm me Am.b cr Ma project. Nrnere orations are snow. a mo end W novae loreroU,ms location of Such boost /otero/s snail not DO monad get 9roda from Ens station indicated 270.00'_.__ . -. I . 4 . . . . . `- RANCHO 00 MOIL rat:o'a°' Una afr 'r�e"'N` "''Epos swoop, ' .- SIM'SNnfl Moron. AND OTHER RIGHTS OF WAY ' MASMOON or= Em rat. aril w Se aMN.na SSW no Au COOS ▪ 0241.00.. IlInnont ALL f!AT Ma. 10CN avid twat DNIM MU M MCAT BaOECM. .SSOAC owe N, facras et o fTAMOa ° 51O.ONnw r f - 6 SHEETS/ e PAGES a 4l .N.poM. GrROOM UTERUS YNtm .T •ROKtI1 W URN *OM MOON WO INS. WOK WM rail a.0 RATING RM ATApEO.f WOO. ON OCT. Mil. MO. Q. • ___ ..� . kfffil ////15/Zel Shit.' /1IP.PO/fo/fNT ' PAGf I SIN/Tifir n/STR/CT N• . `' 'PR/Y,1Tf CONTRACT N! T/6O SANITARY SEWERS EMPTY .SADDLE AWL) Au Mown am .0MM msg. .N.a aTNs. w =.wan am M IMMO a m RC WO OMENS mom pas Nn.o NMA...a. no roloonna ono =u S.rC.w O On N IN O•r,7 a eery NOM Seen sow N SO a.u4+s CA SO moo, *MAID MN.. t-' AMASON. wen Donne I.5 Amy. Isdaseill NAM Y. COM. I -n Noma NuNa0.1 ONO M masa RIME 1140 IRS SINN=. t:e Npo IM Rif f -D Smarm ISUNAss. ..NN COI•t.om t -f Taaala IMNT011000 COMMOVE INMMOIE --_ $4 tTa10N10 OW. c,05011K COMaCn 1CA..IOK— SO ono a M.D. SM.N Co Ce/dorha 6as C r, Pato, vtd s water Ca t 8' NC.R Se Ya✓ -r • C60.YTY Of LOS AN6ELES - /Slur NO: PERM/TS y t •. W. S. 27 SCALE r.1 OECEMBtf, 1964 C/lYDrktV/AV OILS EVATES. CALIFORNIA K.G. TRANBARGER JOHN A. LAMBIE ' an C.QMEM • APPROVED Aesc a'AMTATar WAWA ENGVQER OF NOR! E 0. ►ARSMURST OWN ouoine or Moor ears A= TIC TECaa SPCMICATIONSNE TIM 05'00 PSI I OTT aaOuaO ONUS Mai APO LOLL iA .O.aT N�i1,NO.= ON ra EiOC[E ON MORN ; Owen .—..--• .0•01,00.0•••• son :SOS owl won AM mionnoun4 • Ind MOMOON On own Coop AMMO= Sr *MOLL MAIM' iSsnliSe 08 Nome. vaY•••aw OW Am. i1I AN MOr NOE• rM O OW IOSY9a _ ..PLANS PREPARED BY KOEBIG B KOEBIG ENGMEERINO fl ARCHITECTURE sir v• *AD COM16nDaM SOP TIM DISPOSAL Of • 010/S_a. .ARTS SHALL PL WOE To SEWERS INONN ON THESE CRAWNN7S WOOED WMTOO1 RIaISSRN IRON THE ' ' MUM ENGINEER Na. GENERAL MANAGED TIE COUNTY wNTATION OSTMCTO. h 'LO.S I/IWJ P!RDF T4.Y6L6 p fin.. \ . ./ these /oh are seSerrod b / fq-- SAO `4e / / Tan9/awa od Ln. 50a pa9e.t. �sr . . \2/ / ay / t15..f6' / 2T1 ....---50...,--_:1_ 9� . - I Scapa", 48./.11 h , 1-60.00' -i NH LIE I: I: 3/6.3 RAMCM0 4 g7,90;4•11:1- V \a? PAL0S L'M S TRACT 2 PR.N• 4a Gag P'Y* of* - Y. L.P. Sews, 8.5.1T2/ ROLLING : ry .oF - - /1Y COc/NTY RANL,N0 LOS -POR.N R2 543-541 LOS PALOS MERDES - /55L/E NO PERM/TS —y- 209.86" - 8'WlP/. G . 9N.C- - Sewer v SeeOoy.6B.- _ �ta ANGELES ' NO PERM/73 .- ' LOS PALOS E'f R? i-.1315;5 • RANCHO... LOS.. PALOS !/EROS. RANCNO,0 • LOS 1' 3' 0' . _ b • • �►� p• See pop?" PORN/ 25' sN 32P4'Trons/l line P. C.7/iOPAGE 4 ro DOUBLESCALE RANCHO LOS P4101 I �- Trans /ice. - 1- i o! LP" V. C:P 5owar- t" -- -h--- 0 of5, Senitory Poirot* Sidi LA, 43'-57:e0- . / 5w page SA. / /• ran lme' . . I ` 1 • • `,,, ? _ _ _ 340 350 . '_`.,--' -'—'__• __ /65.79— --r ---- RANCHO [0S PALO5 PEKOES \ RANCHO /2,543-543 \\ RANt:NO Por. Lot W. we a — AR.. Lot '/r Transit lino ode! 01/ . avomon/ of C?" *X.?! Server_ ,IT ,ZA 071'111-49117 Tonsa.li Molar an pogo 48 Sonitay Sows, Rita. Sea po9e4A Pot' Lot H' AD 54.5-545 cos PALOS 4ERDES • EZTRA DEPTH /N MAIN LINE 4410 NOOSE LATERALS 'Surface over Savor , / 0 / bt• 1.6/2 b� oAA/GLEWOOO / PNrato St.) RA*'CHo Por. Lot /98.53' ' ' - --- 10 - LOS f PALOS MERDES f a P.e, 543- Sts 8x9 Zt a • 1_,LN./ 1!CPSo seer. ,.@ f - ouCV Oil Roost -non -P-4 �NL la. /2l Transit/in* ... •- I Svni/oy 5gwor RAW. I Poi Lot (N' Those/ot aro I 1 Sal-vac/as pogo 44' • I This lot sorry. da, o - I ROUiep Ndis Rd. y' lino papa 5 ib I `Or AD 543-545 105 PPALOS PERMS - .. 1:3: .i e;_ . ..,. ;-i-' 4 s -:.tyt •-�'�_6J'=L �"i , -. .-� "t -a TRACT THESE LOTS ' SERPSD /N ROLL/ 6 N/LLS R • ' 410. 26d/8 S E poga9 T _ M.B. 685, 99-/00 6T5tub 'N �1a-.. n ca a4 n7 n' '- w HICK• 50 �� _ This L /IL rsaiii2aaw TRACT NA 264/6 .419.603 , 99-100 e i6 Y Stub v Sea po9e 38 TRACT NO.264/8 M. 8.683, 99-/00 se /aye S'" o Par. I- - off pogo 6A• Lot 3/• R2 43-545 w+e ;R4WWOLAf OLDS 415 of 3410 330 ' a� gJ J :370 __;.- ; _ L. 1__ -- lrifog0r 360. see papa Ice • •11 d RANCV0 ' Y ',320_ I_ II _ w x — I1 ' RAN(N0 - - f 0) « pa9e 5 0 � 000 • • 0� a Transit line 5x131. Rocr, o,/ po..iementec I o0- 6r Sy. !n/L 256.78 Syr W. O JN - -.CN- J :OQ N _ ; s• . 4.12 r - t I ik • 325.00' - • . LOJ PALO NERAEI pe 343-341 x360 :. 1350 350 6-W. /2 • • / 6"1/.1 /EMPTY SADDLE RD./ /Pnvof.5t./ sae pay. 3 RANCHO , r (/55/30 - -. d /n/.f on South ..—___.._• ..- -- 3rB7, 1 0 _ .. ._ 237.3t1", • ': Sewer Curve 0010 VA .10 yP ti 4.20-06-04 R. e00' `" '2124 0 • o0 Sanitary Sewer R.% R2 SI3-SFS LDS P4105 NERDES /4/./6 1 a/ a . •i a N` I RAAiN0 20' See pope /0e 7402 fPL/T. 57/ ADDLE Son/fary Sew« R../W. i 2'6.11/ rI[ or T srT a/L'd or 1 6'ILL. • . 0 RD) tot P- 2, 343.545 Lost P4101 MEROEs P. 6.:162PAGEL DOUBLE SCALE _' • • 101 - d'haat oo 5,44h • 20205 • i__:_i l0 ;..___ • 380_, 11�y' 370 1 P✓4LOS ' ERDEf 45- 545 1 .e p29°'94 _.Ir 75a„1or RI sonitarY 5.e pope I, t --'- '_. I , /0428'. . AMMO 1 LOs PALO1 HEROES - _ o I `SeePo P2, 345-515 _ J. iya .90- F Se "bo _ /17. 'Pl/[ � A • -. H • tY a R? S4 tJSrf ` `. Identical 101 PAL05 PER011 5na.n or %yM of 'dr RANCNO see „dye 94 RANCHO : / .. Son4ory Seer R./W This /ot is sarvad in - Empty Saddle Ln. Sea pogo f/ R C.7i QPAGE$__ ., DOUBLE SCALE • - ✓0-r Sa•1e' 00470;-;1:..1.:__,;.4/0420,= ` 5a r over '400 4/0� 'ors•~erg 1'410, _5169I; 4•fl c•. -.._ _ • 3 3 - / o . _: p _ 380 390 390 5.16 72 L I _ 580' s 1 1 _i•-= i 1 1 .•._p__ s -i {-` ,-:••••• I a a I r -. r- -� — — , 3 , . - ' r i F 67/ r 173.29' -I { . ; 4.; _;. =5 I .. . ! .. ' 3 i � 1-r1J:.�1f4'1: < . • � LOf PAL05 IRDES 1 9*I' RANCHO 101 • PALPJ 545- 545 I P-2, 5<3- 545 p fo�3 1 2.6.1//-- e nSanitary 5awar R/W. shown of ngh P2,345.545 LOS - P4101 ' b'EROCS • Son'tory Sewer R./W how) of tort RANCN0 /Rollins Hills IRd/ t r 6N 4' 6802 /1 0 6'i6 0: 1 h es. r 19• %� x, 1 P-2.54#-545 4- sO 1 `— LOS -'R11.05 • - !'.ROES A420 t • A 400; 5' 8415Y ArZIEIND ••• -�—_. 6 NO. /75.1! wuo- 6' N.L.—.. .. f of6'4.C.PS.w 111EMPTY SADDLE IN /Pr,ve1. ry //RANCHO LOS / PALOS VERDES EYTR4 DEPTN IN O.C.7/6OPAGE 9 • r :- DOU®LFSCALE:`� 200.00" -• RANCHO LOS - PALOS HEROES - deny nail ►5 PORN - R2, 543-54S07":-7 8 0 ��5to►�a Riding StoD/as ''oo AIPTP SADDLE LNi'Pryrat. St/ EXTRA GRPTN IN M4/N AND NOOSE LA7ERAL3 TRACT. a . NO. 24944 _ . . . TRAC�-NO.-249 - 4 • • n 9 - Af-B.649, -63 F�• .r M.B.64,6--63 s.. poy.9B 51 44/0. (RtIseste 51 62.65. AADL . 52.65/9 -TRA•7: us_ a� 6"R: 017L- , , ra,a !/l 50.4 DP • I •. Soo pays 84 R• p RANCHO 1 LOS PALOS, . VERDES �s4s Trans, ins- nsl*Oa' Sonde 5. r.. R 6'aU- 500, u7 S.r., �3. M. B. 649, 62-63 • - - *494'3.:64i1 . NO. 2 4 9 4 4 TR ' CT --. .--: -- NO. . I rah 5r/ 21- e M b 4 26/.SO' RAAfCHO LOS PALD1: KENDE; R2, 543-545 11"00511 .. S.. peg. 78 (Pail/kgRN, Rd/ L4'E l�� I Ili 543- SAS IRAAC/1C LOS! 4AYAf • RDEy--:. S.. psis 8B /VOTE.' la—o/o/ Sb./1995 is ',a ass, dem. lolao/aranulee 16, proses* amts mi✓iocb. • 1 P. C.7/60pAGE/0 DOUBLE SCALE • 90 : ._._ Br6 YS/ob Coast oral 6' 4C A! RI. 49 2.007. brade to prop.rtr Ana ' onila.y Sere. A.N 7: am ELEV 323.34 ' C.S. Mow. ow M Std. R.L/iwg N IL! R/ OPR ex., Mel N. Shwa.. Lw. se. F.B. /.LO-VJJ C.P. 9861.13 INDEX MAP _.i• _-}• . • ••••,•••,,3 0• BOUNDARY OF THE CITY OF TORRANCE TANGLEW000 LN. .0 Y w I- SHADOW LN. :tf W 1: i EMPTY SADDLE RD. CSINGLETREE LN. LARIAT LN. i `.1:.• 11 4•0 _. ,- 11 11 - 1:r-= • - I - T - -.t - T --} - • 1 i ' SCALE 1:600' BOUNDARY OF THE . CITY OF ROLLING HILLS ESTATES :I. :. LOMITA BUILDING DISTRICT No.12 ..... MOM ............-11-11. ...0....111••••...6.POI -......ww...S. 1111 M.aM. ..116.. 0614.41. 00•••••••••• ...•••,.... w w....-.,...••• • 4.42 OF 0116.4111611.1104.• Olt ...•••1..........M..MOM 641.0. .... Mt/ M11...11 60•01,11.1110111•1AO.•••�...::`MONO 1 •MO_OMMO.w_-....a.....N...a. AM SIAM APO =Al I.M.OI RARTM OMNI WU W roar swore. 44444464 somme 1444442 e.ewow . raw, ... e.• Mom act r w G e o .mown ....... 4....4•110. o... MOD M... ...A. WY .- TM 611•..1 MT R MOP/ M NM NOM.. OP. MM 66462.111 e 1 .. M• M 0. YM.. Me 4.11 1.. M M T. 61.TM t& •••••4110.6•011 Y • i..v..M . Min M M.MCT.eM ..Tw f. MOM M TM 111.11161. •_ _ _ . MOO. M.MI. M NM H MM. fl MM .7 Me 2.1104.6. w T.. ••••022 (0-64 6444441 1111. 4 66644444# ..nn6M0e..n 44. Am Ct0ti: 7 Ma.a6 ..rue - oM...r.« fM11ew A• •• ••••••• MOO ONO .wMs..w.%w-.ww O. 0..412. MOO PO a wr .. MOD M.A.11.r 6060.6O.61OPONO 6. 6o •••••.1 w.. 030.1110030.1110•41030.1110•41O. r .O .. :... . MOO 4..w/ 4111.. MOM MP :.011.1., .: 0.660 ▪ •••••• 4011.1011 1111 M▪ .. """' . 1111. t�v ;,,-.. •1111. 'I '• Mr rrsTo+a M 141.066644 r .-t.�,; tM . , ' BaRRBI. wawa AMYL r MAD, RI 1111 14440114 141424111 API 44141 01411114. , i . 1111 Sit.,'A•M^6 MII ONW II WO WW2%.MIM: • 411201041 menu 81P11111181011 ROM E••11• 7 •1•"i .:."H 16. INNNwwrwplM,11 • - —310 __ 1 NO CHARGE FOR CONNECTIONS ` .I _, t_ -47 305; _ .L; _ �-- `, 4•i` - :-�. � ' - 211-6 -t - - _. , •1 _. _ �, - _1111. 1111 _ ) J._ _ ! - PbrtA6w oI Lot f! L.A.C.A. Mop e� . A.A.B. P. A .I%oe L00 N 44.240 LIS "dos Y • ExistPD MO SOETN COAST BOTANIC GARDEN (COUNTY PROPERTY, APPROVED: PAGE I CAPITAL PROJECT NO.9861.13 RIME, AUGNMME AND GLADE 01' SANITARY SEWERS TO SERVE - NORTH COMFORT STATION -SOUTH. COAST.BOTANEC W R!(l MY M.{j! lltAfl! C fTI i Pt _ • • _ 315; _ i_ GARDEN —I—SHEET I —a —PAGES KALE FEBRUARY NO COUNTY OF LOS ANGELES, CALIFORNIA JOIN A. IAMBI - COWRY INGWI *mows w /ewerweE. L D. ►PAWM/tST Msou.wos w Wmt.— Arwwta w,. 0 •• /✓ ,ROD.® ww c a 116 •�.•>a�+ •wu r.. • MN OM •IMP 0.0 OP OP mm.us"t.0•0•i10 Dai w4.... . .1.. w .rt w.f .w. CM MOO /110 OP O•10 ON Man tio• OF •11.7 •11/ OSIMpt•or1 on mamma, NOM POO PP. OM= 11•1 O. arA•IIINM Ofp al 10 COMO SO • Mai AM OP. MOON us aortsta _, Rouses tit .., ..11....,..0...». POM MOM. .11. OOP. an ••••• 11w...sr..MMO. r. "NOW. .:e:`Of.MOM .... .e......0.MM.11+1... LAYOUT LIMS 7E0. 047 UNDERGROUND ..A•,, t It cf TRACED7L*C D 5011/ !40.10., CHECKED SEVEAT !4311107 IENCN MARKS MARKS MAINTENANCE �9 .LAYOUT t��sl Et67 I,.. -.us.-- T.I. 4660 INSPECTOR A. A W. S. E7 RECORD MANS SOMA P.C. 7196 C. P. 9861.13 PAGE 2 • .. i.• _ 1 - . -. - - _ _ ! . . = .. •1 . 1111 : I 4.. NO CHARGE FOR CONNECTIONS .__310 •- . ` •- • o • 4 • BOUNDARY OF THE CITY OF ROLLNS NULLS ESTATES 11111,6 TYPICAL .HOUSE LATERAL -MARKER NO BCAC6 Tnrnsrt Imo on B -' Y. C. P Sewer \ sperm*. Sews,. pump \ q"'red to ears. \ ;OR, Lor%P \ •ei1, /ruee en s�ie P Pe^7\ A Sm 11".. M'— s�j•3f - R CNO . . . \s 105 • R4f4S 4ERAES EXTRA AFPTN AV AN/N L/NL AMP /...1 L N./ h o.b rs 1 I v h h 3 r ' 1 LOS PAWS WRVS . ; TRACT N��96670 • TRACT NO. 24944 M. B. 649 , 62.65 37797 SEVER SNP. Of c.01 '� IKOaeLLRr / OR NE+n100 LOS ANGELES , LOCATIONNPLAN COUNTY �/ / 610H10N CALI REVISIONS VICINITY MAP S 4,04„ <4% S CO T0- IANTIATE SM. SIODA DRAIN EtINFORCED CONC.'S POE CWWAIID WI. MN ASPHALT CONCRETE CA/Cm Wm IMCTION sTR1CN1! IlANTITION sn AUD ELEVATION PEAND011 <UE IACI 1p p NE1 Tar BOEING DIGINNIND RCN LINE MN/ Co RAT EDGE OF AMNDONEDAsMALIK JiJF NE ETE •GGEIDATI 1.11JMAOIu PORED IN PLACE J CITY OF @: ROLLING HILLS, �tj'/'y t —AF MD ANO1U8 COUMM ROOD COMP.. COMIC 3.65E LOCAL OWISTON NO. t 20102 DANNOLI NO. I COW EN( RINGS. MECO AND nR POI A.P.1001.1 Eunic NON SituCTUFI NO. E. -0111 COCA NONEINFORCENINI FOE RO/.IOMAfTOU1 7-0150 CATCH NASD N0, I E./!MINN°.2 arc. 4RN NO. x 3.01/1 ...DASD A30I INNFOKING EARS PIN WM.. ACROSS IIINCIRS 2.017, 1..>..1 31AOVANE POICIIONN A. FOR CATCH 4165 RI MI 7.16161 JOIDLI „O MN•VDCFINO MAMA! N num •10 COUP NSIT/ONO NO.1 20199 CAITE6R 113 I0 FON TIE DESCN OF SNORING FOR E%G[TENI L 413,4 TIoOAD Ni`To C Tor Sam FFOP DESIGN OF OE nF`�O RIO ITC SI0.0.0x 32 1NCNED. CATCHDETAIL ooC:%. NOG OPINING 3-0n• AND NOUN CONNECTION SEwnl i 1[1121/ RADE MP GRATING rON CATCH YSH] 2.1,04 oTECR .0 ON 4F SN P o Kan ENlou3 4 INCHES Jro1Jt SHOT MAN oi�iuncwr�nlr• M IIGNOII MIEN TIONS moue LOCAL DEPRESSES NOD - CATµ OAP. Noe -PLANS SECTION] AO-nTEEe CATCH ASS N0,3-PW,SECTIM AND DETAILS GENERAL NOTES IFonINEP ONS SHORN ON IHE PLANS FOR EDISTI. SANTA. .• 1014: CONNECTIONS APPS APPRO./ATE Oh. 1. WEN AND 1014E 000(0TONS CROSSING OVER. NN MOROI STANDARD COMVILGiS 2-1-1/DOE I UNWONTED 11. AV LNG[MRAL MOTE I CD STANDARD DRAWN. 2-015.1 n C G1CN CONOTROTED AT OR GRADEUxNL S9 1F t -D14 TIC ENCASED STUB PINCS OTHEITUSL NE T-PLEM OF TIE IDUNLI AS !DOGREL, ON VPALIARO DRAWINGS 110.5 S' -6111 SILL NE MEOLOED PROM ENE CEHTEPNI E n1NCOMA I1. COUNTY ROAD DEPARTMENT STANDARD DRAWINGS T-393 PARTIAL =CRETE REPLACEMENT FOR DROSS GLITTER AND SPANDRELS 001. IIMAlgns MOWN AN IN TOT .00 iNf U.S.O.S•FAN/ENT DIA NVIA UNIHELL • T OAT.. STAON OMNS N044l O CENSE IONG D [ OFCCOT.ACIMPIINIp COlIOU11q T. 1.10`4 ANOINTED. ELEVATIONS Of NFI INLETS SHOWN ON TIN NORl13 AEE .0 NINIDI FACE OF MI CORSTII. EMU. OMEDADI MOwn. Mt YP.1I1NG IN ONE. CAS[ ID, E%TIPT ril•NDtiPIGOTNNn1:«ic611 E CAW II LIDDING, UNUSS Commas M WN OR IODINE 0 IN ME 1. DELETED I ROUTIEDYSTAN.. BILGED ARM,. CONNECTOR NRES b t30N0 OR IM IN COW.. COMCRUI IN CR. POI MAIN UM RIM WAIL N OM ONLY r.MN DIGO. IT M[ 'ICE FOR GINS LAWNS AS SHOW ON IM DUWiMG141 ROM CUU 1[MFI OCts . D. Of CATO, WIN. DN.%OMEMISE HEWN. CELE TED LOCATIONS OF CATCH 43IN CONNIVE. FIN JUNCTIONS YAM GCx MSIM Sx CMN ON THE ...WINOS An KHENATIC. IT IS INTENDED THAT su. N I10M 4 Let.. AT M1 OORM0UN ENDS OF MI GTCC WINS, L CAMS OE EXACT LOCATIONS 0 NI SE DETEPNEO IN ME FELD Dv TM ExON¢R O MMNEST FIELD C NNS. II. FO uTNK 4TCH 4sIN CONNECTIONS MAIL NCON.D.O,w.OE FOC Nnu CC Nl, NDA.D WINO DELETED of CAT. WINS IN NS AwsulOM n TOP O, I CURS TO IE NVR or CI CONNECTOR NN. MISTINOMIMS SHALL IMAIMtOIN MC ME CONIUCTOI u NS GR SAM41Y SEWERS 51.10/1M ON TM NAM NN MI WORM F Da CIR OR OW. NUS MAIO, UNLESS o11.1N SNONN. 01111110 DISI [NATO EY Ixi SM. • WIlt M A6.130.3 IN 0.0 Al NA nil LOGIBON M CLOSE IIDOTI Wry 10, A NEW 11SRNWOf TIN AMC,. 1 M . D000OR 1.111.L.N Gl.V mist NE AN, ICE MCP.O Siam OUIN CONDUIT AND APMIU4M • xlIS .RING All ACM MI CURING, TON 11OEO1I0, Oro f1/POO SNAIL! *III IN ACCOPMe.Ce RIOR SIA.O.1O DURING 1.0130.1. UNLISS 01140.1 MG 13D1GM. WNIN N TED ON MAUI. , SAN ART SHEEN A. LOUSE COM !K ONS SHALL le CA1 SEEDOR w.N/0101. ACCOMAME MTN S. AlL ONNINOSOWITINO ROM TR 0/11130 OR FUN. IUgvAI OF MMHG INCHES OF DER •NO 6,01114O. a OS OFF CONCURDRS 01 SEW Was Wu if fF.. 1x 01NRIVISE fNWN, O. WUCINO INC NEL O,CU4,04000.. meow KS, DRIVEWAYS AND WWI MUNI. isiini . so Di n . v.wsoTiwlsi:IMOTio`.tD np1's THl unnno MnonAlMs, 1u lnq PIN NOIRE. Inc loin 1•NG ruM.N n oN IKO T 1TNn J1011513 BIINGI TOS 1ISf TOIICI YRU NMI ON ICE DAM 11 DA 63:3310 SHla INDIA 01 DSAvaNGI •,KInI1. MA., OCAt10N Mn, IN00 OF OUwINGL. GEM4L N01I3, 3TAND413 O4MN0f. •UI[WAnONS • L[GLEO. MN, nDFF� A NC1014. I 10 1SI TED LIMA 0100 N 31-00 IINFA EI.00 N 4136204 LOGS OF POIINGS MU/MCP. MN S MICIEUN[oUs 0t1NL3 TrxrE 0111140 1 O GU MR K10LIO GUM RAM 3511 OE G S PAW INC wive Ay LiOril OF 1M CONDO! 1 KI ]OEw IM Im 1T c4CN IA. E LOCAL pPRSS1ON •— Mc TM CA10, URN COO TON NONNG EAU. N EE Val. CT GM VAT 00350 GOT---- REMOVE 1NEE I�VAIu �i llll�� YI 1i 1964 STORM DRAIN BOND ISSUE CITY OF ROLLING HILLS ESTATES DEPARTMENT OF PIBUC WORDS Ion CITY OF TORRANCE d4PT�! AFT Ii . Ii.so /FOAM 111, KOEBIG B 1(0EBIG. INC. ENGNEEUNG-AROIITECTURE LOS ANGELES COUNTY FLOOD CONTROL DISTRICT AROMA"' N0.6701 ROWNO RUA ESTATES -IMP 3 PORTION AF LINE A VICINITY MAP. LOCATION PLAN, INDEX OF DRAWINGS, GENERAL NOTES, STANDARD DRAWINGS,ABBREVIATIONS B LEGEND DWG. NO.]6I-6T01.90S , 050NONN DEC.'69 I ov 1 J • J_ • •If(Ila Jaf. REVISION. scoomew 411'A.413.711, .9,0073 190 /e'PCP® re0 Il TN Si r �eP..if/ 9r'P/f Arm LAW N.0•109 -CWS /r'Co S Q//SS -S:VS PLAN •, • ,; e N n TX rN,w4: i . i !'NP-SCO-J%N 4, E+ial. rr"PLP Storm 0,o%n • `k CI ti Ial e!-w•JO `V /T• P. r/:K/Ja90 / L.a u,.4 R aCL/A10 N/LL S '4', cm..ceum 'I • ce .cb.a c q /,- • as;a2 c-eer'e•a SC IP, Mae f C(/.Prfaccv 4 Jf •Jr'4TM' 4,.re'J'OA'J- • PES' T • Pis T - r>J' - SOS, -/40r' L• 00.,5' SC.P/CaG? PPC•r/rl5G .P•IC•r/fla P.C. •e/GOL MH 233-B PCP l .AAs a'Pvh Ch. /ZSO n a ■ I —TN L6I W EeN f/'N'• 17.10 F/Y' .A (Jv/r✓4 I � �1 ° e0 /0 'GO ZSa 1. —540 MPS-l+WC-9:/C..hh6 r re m A940 ;YP-JCO-J//CN' 00. 00 ea/4,911,9 SG"JCP !'NF -SCs S •cRoss sgc/7av' srA G/G6 YggJ: /"• 4' AEA/C11 M.OR,C r04YA-/• L./Ca c999.09911.9119.99 W 99.91 end o/ card; a//Jb/496 WJe0P,4009 Jet ol h49./9dd G/a o/.flalr'y N.il 925'rCron:How 8/1V 11111 111L11 1684 STORM DRAIN BOND ISSUE LTO CITY OF ROLLING HILLS ESTATES DEPARTMENT°, PUBIC WORMS CITY OF TORRANCE KOEBIG R ARDOTE. INC. DcemlN°•ARcwrccnllE n un .. LOS ANGELES COUNTY FLOOD CONTROL DISTRICT PROJECT 808701- UNIT 5 ROLLING FELLS ESTATES iCRIION OF UNE A CONCRETE CONDUIT 2+75.82 TO 11+00 PLAN, PROFILE SECTION � DWG. NO. bra r&3B2 AS EIIGWNI WC •66' .u.. 2 r "AS BUILT" D+/AWING r PROFILE No ... a r.tl. l7O • 11 RE 'OWNS A) SG'5(5.930-0 • /2 5 y_ 0,55 Srat* O.ri Siam ,55 c;.,73/w®.' /0 /1 /15'35 0CCJ/SO /I ROLL/NG Ii/US �y Of 9011/NG N/LLS /S/AT/S L55 4//0(1(5 ryOY7Y A0 PLAN. • P911JOF.CO./P500 /7 0000 7(051'31!] / Ay J MH 218 N f (2900 DATA A - ra'SB'S1' 1 . 21675' • 50.•/7076 57 (.0.70/0050 100:56EC0,7505 rgy p.e ink i'9 pr/.on. 5(5..50/059 t Opn Can. anA. Glenna and Cbm15c/ 0 I/n/6/.h/ dr.f.O+., A.. / -., o. OA..40/.t ,..07../..:65 040. • 12L.,66/.0•31,29 9 re ASIA 6!516007 .<91.6,0 al= 574 a/ey Q ROA•iny Np Rd /0 SO' (.4f/S SF/'r:7._ sr/v 05556. . TCAL E.' A 99 e /8' C A/• 0 k 0 BENCH MARK rS LALZ rS. r e IAA 75.,94.Nod Len. and 90/Aiq 8,5% Rood f/I0. 300.57 lown 1964 STORM DRAIN BOND ISSUE CITY OF ROLLING HILLS ESTATES DEPARTMENT OF PUBS WORKS NANA NI[RMm N .,r..w KOEBIG 8 KOEBIG. INC. WANEDLND.AROIRTLNRE LOS ANGELES COUNTY FLOOD CONTROL DISTRICT PROJECT NORM -UNIT ROLLING OLL1 ESTATES PORTION OF LINE A CONCRETE CONDUIT 11100 TO 20+30 PLAN. PROFILE a SECTION •TY1 •.•+.•u. 0 .—rte - AS SNOWNI 6E0 'NE. S T II . "AS BUILT" DRAWING' t/ ft IS AU 35 A 30 3, PROFILE vmrxxe r. . > sywrzs icrtaiZits %67' -30'P88? -0510 for 2 Corm 3,10 See SO/3 MH 216 1 ' SEWS. 5 ■ I-lsl<.N • • 7070 B.NO2• r• 175;1.1=6' /6'PC P-/1000 L. P Ab.2 ATN./00 2./ MH 212 75 955 /65'-N'LY0/I54A . ■ bit 6.4.0 SO' 60' LO L61 7'SC6XYN. (fit/ tfm't 653 ION. ....ti/ '.."-.1.370.5'853 \ 4 f C9. AbP© c % load. • IEO- \ C .r 45.0.. cvy3g70 � • ti 230002 MH 211 75.4 .3 37 08 -LICEC6.tmen.en8 ■ :GAt1,0P' /r3if' b 0CF/S?J0 802.2 • 5.37,5/5W MH 210 4'4 U. 25.5 • 55057 E05 95044 230' 7PPCP-2100 j� D7: t'SC.63fA,�,,, \; ess,rsx 4- 0212 517517E • 03 00 .Yo./ MH 207 C. B. so , v 7537/ C B. bxe dec. 3 N No.7 /2'1873.0 P-/5000 cadyKoor;y kedyaxae. - , (4 re M'0 5•/ •52'33' 0. 600.00' L• / 6.55' 7. 7565' BC .17-2955 E.C.2EN64! II 0008 • .. .. _. .}: P . .. . . 359 3J• r7SAy3 '�130�P 52.405 4.65. P/6" C•4' 4.o,'U• 0..S`35807 354.33004 110 PO' So' se 4'9eoLr 2. 0 •-, . eee "of • CR055 SECT/ON •• STA.75/PS SC4LC: .we.:0240' Per/. /V' • AY/0,51 M%4 EV 710 BENCH OMAN 75-461@Au' 134A•4 RE fog (706N6w1 CU'S of Po/0r8804 Pd. Cd FON41/m/ a/ ,wtA end of cW /!'nee,.l el (CC.., Me MI lw.w al ROLLING M/L[3 RO. d 1.4.4093,LN ,nl aem/ en. a Eler. 333.20 h 043.2. 1964 STORM DRAIN BOND ISSUE CITY OF ROLLING HILLS ESTATES 0EPARTM 05 O2 PUBLIC 00158 KOERIG 11 KOERIG, INC. ENGINEERNG. MOP RLCMIE AS 5110 LOS ANGELES COUNTY FLOOD CONTROL DISTRICT PROJECT -30.3701- MIT S ROLLING MLLS ESTATES P3O0N OF L■IE A CONCRETE CONDUIT 20.30 TO 31.00 PLAN, PROFILE 9 SECTION BUILT" DRAWING OWnG. 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'm plaila ig'EMSSg.PS 11�d■�g..� 3g �� s _ ( _ el. n .ass U ,BnE3' e� Mgr _ _/ _ggs=aggt: '3a MR as = goI§�� ;5-g Raga ®9 �- _ 9®eeeel8 t:JS� 9 aa;-m_� 1- p �m __ g6.-sm.aa-;32. 14s= € E`E■ - ,YA _ _ EVW F ®3{v . g4 6,M. J4W44■-- �a , a Egg E�� •-�be AgNie`"a(� a- Qa a ,3 ,A.�S,� E� as=tas€.ag�G�sae .3°O1re_ 43� :e =9 5 b.' _ tisz i=_ a33i C�3 g��a�� saw l__ ya e,. €3a_a ao��a -6a ��a�®axpr� a � . i lg.g $ Wsg1 .422.72%_a;aml as=, 4 -,.eav9 * 24 21 - 01110E aa©I`9a r m��;<ac_g-a__e_ �Ileaaoa E aaa f," E mm -No _ gigea==� a_� p �5��- ▪ a �a a a m I t! 0, a�> � E e 'f° E °t � _ E� » � a___==,o- ' _am -,Em gg91 _ ...,--m- e®aiW®'aa.---4.ee353 R=E� 9isi:'� r_... P -gggai ce-a S e ® iai5-eagll. - - - ___ - �aa1' i.��aa 4' mummuuem n0jiSii=_=w200, gg-- m raa? -m-Eng M_gm-■ ga ■M��■a =-� $.__�� aml agrali�,;.lgialam=ag_gETmmeaaaNsaNQNgR! BaAP4MHA eas yea■■aNNUNNalaa'mnAoA R e_ia --_= a - s4 a-L,__a€Ie■Q3■aM ==Mnaa-M. a 6T, � ��_4I y.am� eaammgE mm Enmeaag a•.;== =aka=EzE=E__g�;__=— Iggg-ef�e■■yr =m■■■■s-gzaga p5` mo■mm■.: meimmmgm --aiiaaiianer-mmia misera, mw �HYki - s j -� �^-g-pfa_-m=v.■gm_geg5L to a=sF,=TsaE=SSaox_Uei�i=--cmatia=am, a alsiaa s'3mg@►�;:ww-v-rrr:<,: t 1Q- - =3e==a-e!2=�sa7a--aoPn g@a@RR.'%=a l' =- a--_..-: fr_• zs3'1---- A_-_-. gaa3 FE.E ar.2—i �= a:i9a n®gpime='li ffq5 AaaN® owgifi$a9-AMmem-ir.2p, a_gN,WaE_r EE -9= -•.ate- �� 2!�'+3r_• -�' 9aa S 6 B '6 B-- vaH 6�3 _ ._ - a63c�- - - d2 - i .Ji a - - - =�;__o==-= mna=� a - --a--■---- e £ j ... v r:-=RR'aRli� air:n_n�lalaala- -�-a= ff-ea-=g---'i-ae 'ma-=- a lg■-r�_a_-aaae_.:"_ _ 6iS"'�5 �`a'SS .- ii�ma00i Far .`aiaii__L-�'iai�lvi :{4_ I lism`' �Fa�v5n13 LLs��La�1�t,�EQ4fl 4. . t GQSc= --ear iSiii311gasm> S-3n.i iiy _�_ - vvanm SB�LBcg� vi"wd'A' P, LG7SS:AS - m e,l.a aa-�aa9ta£a ; witu eaamtor - mE .6E_somF= asap pogr a-soairaiarria .4'ie�a�'.1z as` �` si rs a ....1 5 awi - da a■" - � �,8: aiif�m aas�€��epg�`��5E se _ _ _� = _s; @Isar_- �a� a _l,�_- __ _ �T � a� i��. �`s ,'�, g, � mMiiiggF�H s ��-ass =■ai=--. - .. ��e iii®i:ss i F. _a-"4 1r. eII ,__ ��a_ a=ae= ■ee■SagSaa_j,a�'� ss e. 3,i' s :' 2�s31� ■env n�a a�� ®�a� iiMi as 6 s _ ��._ _aY i r' i I i -G .. -- i �i mi M AI �,®irra3stiti o l3v,1 s 591a n - m g l -_m ima3eEn i►83€SQu`F._€n-- -2E7043 E_e3�--rim s€+_z.- � v >__ � a_na �M3 T2 ^3_tE-QL_ ��51 *s -- :mm I M Qa�R Ea�7 g,..�e�p_ RNmEm �MU5aa3e=RSPE NRMEEi.-avMRMge-WMipi--ae bv7i1�■��aec3a®®aa3=3;ze3i.:stmomm S'493`mMEm=ea4'3g'3933a4e�-ggMfiEvai.MMONEF_'�33.M-. NeammaMa€Eggae a=ai=i3 � — a,.. eai BfNCN NAP,t' • AVIAJ;Cb fry ' 8 4i/A eC"nI ir6: 44 of meo, etR Mr3f. f4 •VJ3S Co OC w,, p i 6Qtr M•-sagi gfal� Cl»..n/ C. A a•oM 41C 67717Z. '1 deart#/. . eno..r.r .dn ro rem xr r. m"PsAccena'dn eMnN andd AG C.im Ps n Mve! or C. E. and IA rcpdv. 0 C.! r ii rA,e roar i isr .fGa f// io- "ASBUILT" DRAWING i LOG OF BORINO NO. •-• LINE�914TION .•E DATE DNLLED M u TT Teauro rIN ,vvtRI OF BORING NO. - E b STATION DRILLED •"' A V JD/is S/o/'ons F /nuv, abos.n on/his Moe/ Sop ISAAC 'Boon in Sa% SYpa/ 6ro p lr bob a So, d as•ONon os opp/aoN., ore so/4S9/ /4. 6D+/bid Soi/Gem'/.Rohm System Moo., m S/d O.y. /.OI/J. REVISIONS MIS /WWI, r Diu LOG OF BORING NO , • LINE = STATION • DA E DRILLED 'u' TT. ' FA LOG OF BORING NO. -• LINEA_ STATION el ••+ DATE DRILLED F • T Tr' Lae al Bea. LOG OF BORING NO LNE..A_ STATION DATE DRILLED FA ON RLI nil (920. 11 EENII NNall 110011 1964 STORM DRAIN BOND ISSUE • Ii. CITY OF ROLLING MILLS ESTATES DEPARTMENT OF P06LK WORKS LOS ANGELES COUNTY FLOOD CONTROL DISTRICT OEBIG 6 KOEBIG. INC ONDIOAINO.ARORTECMQ ET:'f rte.. s PROJECT NO 810 -UNIT S ROLIAC MALE ESTATES PORTION OF LINE A A9 MOWN LOGS OF BORINGS DWG. NO.S64-6/01-0136 DEC.'69I•. . 8 P ;A5 BUILt" DRAWING r9E51/AFgt/NC SCNEOL/L fx/5T/NG r.O,'MfNT RC5UHFAC//V6 / ♦'P em;r on 6" Ayy. Bose !-d ode 0'457 doe. I'Asfrhrlh'c eixe o• 07 /F ill. LW, 6'OSp'1•/lei CKNCre/e /I7 6"•Il/ Bma 6 9'ASp+dhi feheo.r/o 07 /1' dy/. 867$0 5"Asphe//,i• Cower,* at 6"•/ry. %I0 N REVISIONS 5.; ..111,0:010:0.1 arefrect 4340e//i• Concrete CW, •??a3t mE. LA L4fWr ys, c ;71 Grovel. b.rr 1474 b WyNONI CF -Ibrr. i -.49 reyoh dose Malone/ oo 2'd f.,/u Awe, 470/ere/ SECTION A -A NO SLOE City Betteday Jo+7 Leis. Panne, fe;Ot G0evod L e reotr r!'/s6 os b ovyki l boot fe/ t Parente,/ G /bosont iy rAws- qrep SS_ ...Ica Lc, ds srellydei .here SECTION B -B SO SCALE Aron /f: I4 o.Has) 'L --_- Tamar. e,/ e.•,1/ f poremen/• curd e peter 00441.4434, 5/Wed arts! mdc.7s/ 1 4400/Ii rewrote Coeo/ Ayrese e, onf A.Wio//O . (a,crelr C_C as Jhoee hewn ceS /-eir+ee/ I / Join LeId Porem.,/ \¢ mgr.xro/ nt e Street Coh60e,/e NOTES$ TYPICAL CONNECTOR PIPE PROFILE NO SCALE Chilly on/iey-4" /veStakt, e1 shoo/op' I the change ' yyrod o/ Mr r nneele yp may orr., :/A.. or ..,� ,.r;,hnq vhey /he pe•/,'color vhh/y o/ 44,16 /he change n, yea �olydo, //•r p•ao.l de.hq, U/rrofloe .here /;/./ye ee,y, c,rm d d4 lee e. ,.r/o. :• e00 e[r;6. 6..e0 Dee, /he .1.1/45 Odom/ion, /,.r. vid*y .eo,,,eq, o,. rev .SA.. pip. `rod ..1(6•..» .Vale /he ohh/y Y. /hel tune .rb•, Ar con o be /aide., o Oro, A a'. d. fro•., d... orrn 6o„n b/A.bet. 'eeo do/,. .1/.ov/ In r / elre 4,74 v//.'M� grace ! /hr Co„ l•or/o. /Aol/ wore .,p/o•ob•y Vero . /e d •me.. /M ..or/ • lore/ion end ‘144/$ ef.Ahh.r .BeA 7e Crbd Ac, /!!rr /h. , or/brohm, / o v/:h%y lee d.... deem,./. 6Se y ed one e ro wee/ roo 4,/ h sloi.d ro o, b r/.or 6M ././,/y. ErMaoAry 6ori 5'. ore tad rephiet hr O9aAry sew, 0r000esv. A a 0b ced pee °610' r•O*PJ eOeeArovd.Mv,fie CAo , p,Pe6 oe emcee, cst� 0.00. er/4 Leis/. /bred /C. or //n. Pored FL - �Jne NOW olleremen/ A.C. APRON PLAN (BY OTHERS) XO SCALE Jen feet Roremeel .MC /e. f1/, AC APON 6' C.B. DATA CA le. A I.O are CI /A..0 C f 6 A` £16.75 195.09 196/0 IWO /00 9.0 60 'a" 37735 55765 3!7!/ 379,/9 60 J0 00 "f" 5C/7J 30195 !0/55 363.49 /00 /0 50 F' )0175 30790 30706 30901 70O 60 5.0 • b0T67. /• LAso/jets 0040 or. 01100 eLCrrd ./ too e1 fo/ch Box:, 1...4 eo/cove ey eM«N IIul01Au 4��11� 1964 STORM DRAIN BOND ISSUE CITY OF ROLLING HILLS ESTATES DEPARTMENT OP PUELK WORKS Octo PLUS NvuEo er' KOEBIG & KOEBIG. INC. CSCIIIDIOR.ARCNrttCTURE yn O[Ay.10 Nn LOS ANGELES COUNTY FLOOD CONTROL DISTRICT PROJECT N0. 6T0I-UNIT S ROLLING NUS ESTATES PoRNCN OF LINE A RESURFACING PLAN a MISCELLANEOUS DETAILS • ��AO DWG. No. IM APOL 0.r 7 •05NOWN OEC.•69 7 0. 7 1 • Vi - "AS BUILT" DRAWING APPENDIX F Legend Sewer Pipes Sewer Manholes 0 LA County Trunk Sewer LA County Trunk Sewer Manholes 0 City of Rolling Hills Proposed Sewer Drainage Area Zoning Residential Agricultural Suburban Residential Residential Multi -Family Commercial Commercial Recreation Open Space Recreation Agricultural Institutional Terrain Contours City Boundaries • 1280 CreaLRCW • RANCHO PALOS VERDES ,080 1020 0 150 300 600 Feet 1 inrh = 40f1 feet 40 d 203 iQ •!: 1320 Ln Cinchring Rd s6a ROLL NG HILLS 1300 I _ .1 * r .00 Singlet,. L. ..Q 4P Laiiet Ln '65' Le. Canchas St pbrtobello Of - Jo' . of ye PROPOSED SANITARY SEWER ' v r � Mead' F4,44 i HElslde Ln1. ----\ 00 .a0 Sedclebeck Rd • 1. Neerdm St ROLLING H4.LS ESTATES 380 a•° 'F°)4 Y a« % Vistr Gri e '' \ QRkhvilled' �'ORRANCE \3 - • Qc 520 - • • 200 Ito 600 y td / 200 •, IO N t �6 �� -8,4 see /17 V....m/4,0 4'y f, • eV-- 0' ..... _ •0 kEn 0.010 • '++ RANC "O PALOS •VERDE\ . ., 1 • . • _ T'OLLIN'G HII�.LS. f ESTATE;, d • etedleld Rd aW ds 1 1280 / RR Y�q ,y 1326,urs 4. 1,96ii•olob.,G.oEy.,E a4...;nneny�.,4[111i 74rW;, DS USDA USt.5 Mr.M1.RiD /5.in�lt O S. A 1300 CITY OF ROLLING HILLS SEIER ANALYSIS AREA & EXISTING LAND USES 107680 RI /'WILLDAN I;or '° Engineering i''^-St 22, ?n. c, PIV0 a1 M.oFI Barman .. Zoning in City of Rolling Hills Service layerOedn:Sources:Fsi Oelmn,.NAVIEQ.Tomlom htamop. FwemamP Co,p..GFECO. LSGS.FAO. NPS.NRCAN. GetCase. IGN. KadarerNL Orarmee Sane,.tsn Japan MEN Ea1Chha IHaie Kon01.' l`po. and lt,oGS lber L PF RAS-1 ED RAS-2 PF - Public Facility (City Hall Building) RAS - 1 - Residential Agriculture - Suburban; minimum lot size one acre RAS - 2 - Residential Agriculture - Suburban; minimum lot size two acres '� SOUTHERN CALIFORNIA ASSOCIATION°, GOVERNMENTS Source: SCAG. 2013 P:\ Data Mop_Guide\=RTP_2016\mxds\ZN\LA\Rose meadjN.mxd D�0.075 0.15 0.3 I lJ 1 MIb3 "cip To Content (#content) Zoning Ordinance Summary - Residential Zones .able of Contents • Residential Zones (http://planning.lacounty.gov/luz/summary/category/residential zones ), • Agricultural Zones (http://planning.lacounty.gov/luz/summary/category/agricultural zones ) • Combining Zones (http://planning.lacounty.gov/luzlsummary/category/combining zones ), • Commercial Zones (http://planning.lacounty.gov/luz/summary/category/commercial zones ), • Industrial Zones (http://planning.lacounty.gov/luz/summary/category/industrial zones ) • Rural Zones (http://planning.lacounty.gov/luz/summary/category/rural zones ), • Special Purpose Zones (http://planning.lacounty.gov/luz/summary/category/special purpose zones ) This is a SUMMARY ONLY of the Los Angeles County Zoning Ordinance (unincorporated area). The information herein is NOT ALL- CLUSIVE. One other thing to also keep in mind --USES MUST BE CONSISTENT WITH THE GENERAL PLAN, LOCAL PLANS, AND/OR DMMUNITY STANDARDS DISTRICTS. THESE MAY LIMIT THE TYPE AND INTENSITY OF USE. For more complete information, see Title 22 (Planning and Zoning) (http://planning.lacounty.gov/title22) of the Los Angeles County ode, or stop by the office of the Los Angeles County Department of Regional Planning, Room 1360 Hall of Records, 320 W. Temple t., Los Angeles, CA 90012. Phone: (213) 974-6411. New Title 22 - Residential Zones (effective 2019-02-28) ATTENTION Effective February 28, 2019 Los Angeles Count has a new Zoning Code! �� g v g Ittp://planning.lacounty.gov/title22), one R -A: Residential Agricultural Permitted Uses: • Single family residences (22.18.030.C) • Crops (field, tree, bush, berry, row and nursery stock) (22.18.030.C) inimum Required Area: • Unless otherwise specified 5000 sq. ft./lot (22.110.130.A.4.c, 22.110.140) Maximum Height Limit: • 35 feet (22.18.040.C.1) inimum Required Parking: • 2 covered parking spaces per single family residence (22.112.070) _tandard Yard Requirements: • Front Yard: 20 feet (22.18.040) • Rear Yard: 15 feet (22.18.040) • Corner/Interior Side Yards: (22.18.040) • Reverse Corner Side: 10 feet • Lot: See 22.140.580 regarding development standards for single family residences evelopment Standards: • (See 22.140.580 regarding development standards for single-family residences) one R-1: Single -Family Residence "ermitted Uses: • Single family residences with accessory uses (22.18.030.C) inimum Required Area: • Unless otherwise specified: 5,000 sq. ft./lot (22.110.130, 22.110.140) ..Maximum Height Limit: • 35 feet from existing or excavated grade (22.18.040.C.1) (unless modified by a special standards district such as a community standards district.) inimum Required Parking: • • 2 covered parking spaces per single family residence (22.112.030) _tandard Yard Requirements: • Front Yard: 20 feet (22.18.040), except as provided in special Standards District • Rear Yard: 15 feet or 20% of average depth of shallow lot, but not less than 10 feet (22.18.040 and 22.110.080) • Side Yards: Interior Lot: 5 feet or 10% of average width of narrow lot, but not less than 3 feet (22.18.040 and 22.110.080) • Corner Lot: 5 feet except on reversed corner lot, which is 10 feet (22.18.040) Development Standards: • (See 22.140.580 regarding development standards for single-family residences) '.one R-2: Two -Family Residence Permitted Uses: • Two family residences (or duplex), single family residences (22.18.030.C) inimum Required Area (Unless otherwise specified): • 5,000 sq. ft./lot (22.110.130) • 2,500 sq. ft./unit (22.110.140) Maximum Height Limit: • 35 feet from existing or excavated grade (22.18.040.C.1). See special standards district inimum Required Parking: • 3 covered spaces + 1 covered or uncovered space per unit for each 2 -family residence (duplex) (22.112.070) • 2 covered spaces for Single Family Residence, same as in R-1 zone (22.112.070) Standard Yard Requirements: • Front Yard: 20 feet (22.18.040) • Rear Yard: 15 feet (22.18.040 and 22.110.080) • Interior/Corner Side: 5 feet (22. 18.040 and 22.110.080) • Reverse Corner Side: 10 feet (22.18.040) evelopment Standards: • (See 22.140.580 regarding development standards for single-family residences) :one R-3: Limited Density Multiple Residence permitted Uses: • Apartment houses, uses permitted in Zone R-1 and R-2 (22.18.030.C) inimum Required Area (Unless otherwise specified): • 5000 sq. ft./lot (22.110.130.A.4) Lensity: • 30 du/ac (22.110.120.B) Maximum Height Limit: • 35 feet from existing or excavated grade (22.18.040.C.1) inimum Required Parking: • Each bachelor apartment unit, 1 covered space • Each efficiency or 1 bedroom apartment unit, 1 1/2 covered spaces • Each 2 bedroom apartment unit, 1 1/2 covered + 1/2 uncovered spaces • See R-1 and R-2 zones • Guest parking required for apartments with a minimum of 10 units at a ratio of 1 space for each 4 units (22.112.070 and 22.112: Parking) tandard Yard Requirements: • Front Yard: 15 ft., except as provided (22.18.040) • Rear Yard: 15 ft. or 20% of average depth of lot, not less than 10 ft. (22. 18.040 and 22.110.080) • Interior/Corner Side: 5 feet or 10% of average width of narrow lot, but not less than 3 feet (22.18.040 and 22.110.080) Reversed Comer Side: 7 1/2 feet (22.18.040) Development Standards: • (See 22.140.580 regarding development standards for single-family residences) one R-4: Medium Density Multiple Residence Permitted Uses: • Apartment houses, uses permitted in Zone R-3 (22.18.030.C) "inimum Required Area (Unless otherwise specified): • 5000 sq. ft./lot (22.110.130.A.4) ensity: 0 • 50 du/ac (22.110.120.C.), depending on the land use category ..laximum Height Limit: • 13 times the buildable area (22.18.040.C.2) Minimum Required Parking: • See Chapter 22.112: Parking tandard Yard Requirements: • Front Yard: 15 ft., except as provided (22.18.040) • Rear Yard: 15 ft. or 20% of average depth of lot, not less than 10 ft. (22. 18.040 and 22.110.080) • Interior/Corner Side Yards: 5 feet or 10% of average width of narrow lot, but not less than 3 feet (22.18.040 and 22.110.080) • Reversed Comer Side Yard: 7 1/2 feet (22.18.040) _evelopment Standards: • (See 22.140.580 regarding development standards for single-family residences) Lone R-5: High Density Multiple Residence ermitted Uses: • Apartment houses, uses permitted in Zone R-1 and R-2 (22.18.030.C) Minimum Required Area (Unless otherwise specified): • 5000 sq. ft./lot (22.110.130) "ensity: • 100-150 du/ac (22.110.120.D), depending on the land use category (22.110.120.D) ._.aximum Height Limit: • 45 feet with stepback if adjacent to R-1 or R-2 zone (22.18.040.C.5), • 65 feet (22.18.040.C.5) (if not adjacent to R-1 or R-2 zone) inimum Required Parking: • See R-1 and R-2 zones (22.112.070) • See Chapter 22.112: Parking) Standard Yard Requirements: • Front Yard: 5 feet (22.18.040) • All other Yards: 15 feet if adjacent to R-1 or R-2 zone, or 0 feet if not adjacent to R-1 and R-2 zone (22.18.040) one RPD: Residential Planned Development :rmitted Uses: • Single family residences (22.18.030.C) • Planned unit development with approved CUP (22.18.030.C) ...inimum Required Area (unless otherwise specified) • 5000 sq. ft./lot (22.110.130.A.4 and 22.110.140) • 5 acres/development project (22.18.040) • Density - as established by CUP & zoning (22.18.020 and (22.18.060.C.2) •.iaximum Height Limit: • 35 feet (22.18.060) • As established by CUP (22.18.060) inimum Required Parking: • See Chapter 22.112: Parking Lensity: • As established by CUP and zoning (22.18.020) Standard Yard Requirements: • All yards: same as R-1 (22.18.030) or as established by CUP • The Regional Planning Commission, in approving a CUP for a planned development, may modify or require greater yards than those required in a normal single-family residential development. Building separation is a minimum of 10 feet for 1 and 2 stories. Add 2 feet for each story above 2 stories (22.18.020) evelopment Standards: • (See 22.140.580 regarding development standards for single-family residences) • The CUP will regulate the type of structures, open space, building coverage, utilities, landscaping, and other features. Learn more about the new Zoning Code: planning.lacounty.gov/tu ittp://planning.lacounty.gov/tu), lease note that effective February 28, 2019, the following Code section references have been updated as listed above. Visit Title 22 (http://planning.lacounty.gov/title22) for more information. :one R-1: Single Family Residence "ermitted Uses: • Single family residences (22.20.070 - 22.20.100) inimum Required Area: • Unless otherwise specified: 5,000 sq. ft./lot (22.52.100, 22.52.250) Maximum Height Limit: • 35 feet from existing or excavated grade (22.20.110) (unless modified by a special standards district such as a community standards district.) linimum Required Parking: • 2 covered parking spaces per single family residence (22.52.1180) —tandard Yard Requirements: • Front Yard: 20 feet (22.20.120), except as provided in special Standards District • Rear Yard: 15 feet or 20% of average depth'of shallow lot, but not less than 10 feet (22.20.120 and 22.48.110) • Side Yards: Interior Lot: 5 feet or 10% of average width of narrow lot, but not less than 3 feet (22.20.120 and 22.48.100) • Comer Lot: 5 feet except on reversed corner lot, which is 10 feet (22.20.120) ^evelopment Standards: • (See 22.20.105 regarding development standards for single-family residences) 'one R-2: Two Family Residence Permitted Uses: • Two family residences (or duplex), single family residences (22.20.170 - 22.20.200) inimum Required Area (Unless otherwise specified): • 5,000 sq. ft./lot (22.52.100) • 2,500 sq. ft./unit (22.52.270) Maximum Height Limit: • 35 feet from existing or excavated grade (22.20.210). See special standards district inimum Required Parking: • 1 1/2 covered spaces + 1/2 uncovered space per unit for each 2- family residence (duplex) • Single Family Residence, same as in R-1 zone (22.52.1180) Standard Yard Requirements: • Front Yard: 20 feet (22.20.220) • Rear Yard: 15 feet or 20% of average depth of shallow lot, but not less than 10 feet (22.20.220 and 22.48.110) • Side Yards: Interior lot: 5 feet or 10% of average width of narrow lot, but not less than 3 feet (22.20.220 and 22.48.100) • Comer lot: 5 feet, except on reversed corner lot, which is 10 feet (22.20.220) Zone R-3: Limited Multiple Residence rermitted Uses: • Apartment houses, uses permitted in Zone R=1 and R-2 (22.20.260 - 22.20.290) "inimum Required Area (Unless otherwise specified): • 5000 sq. ft./lot (22.52.100) • 1452 sq. ft./unit or as otherwise limited by the General Plan (22.20.310 and 22.20.060) uaximum Height Limit: • 35 feet from existing or excavated grade (22.20.300) inimum Required Parking: • Each bachelor apartment unit, 1 covered space • Each efficiency or 1 bedroom apartment unit, 1 1/2 covered spaces • Each 2 bedroom apartment unit, 1 1/2 covered + 1/2 uncovered spaces • See R-1 and R-2 zones • Guest parking required for apartments with a minimum of 10 units at a ratio of 1 space for each 4 units (22.52.1180 and 22.20.330) Standard Yard Requirements: • Front Yard: 15 ft., except as provided (22.20.320) • Rear Yard: 15 ft. or 20% of average depth of lot, not less than 10 ft. (22.20.320 and 22.48.110) • Side Yards: Interior Lot: 5 feet or 10% of average width of narrow lot, but not less than 3 feet (22.20.320 and 22.48.100) Corner Lot: 5 ft., except on reversed corner lot, which is 7 1/2 feet (22.20.320) 'one R -A: Residential Agriculture Permitted Uses: • Single family residences • Crops (field, tree, bush, berry, row and nursery stock) (22.20.410 - 22.20.440) ___inimum Required Area: • Unless otherwise specified 5000 sq. ft./lot (22.52.100, 22.52.250) Maximum Height Limit: • 35 feet (22.20.450) inimum Required Parking: • 2 covered parking spaces per single family residence (22.52.1180) tandard Yard Requirements: • Front Yard: Same as R-1 (22.20.450) • Rear Yard: Same as R-1 (22.20.450) • Side Yards: Same as R-1 (22.20.450) • Corner Lot: See 22.20.105 regarding development standards for single family residences one RPD: Residential Planned Development ermitted Uses: • Single family residences (22.20.460A) • Planned unit development with approved CUP (22.20.460B) "inimum Required Area (unless otherwise specified) • 5000 sq. ft./lot (22.52.100, 22.52.250) • 5 acres/development project (22.20.460B1) • Density - as established by CUP & zoning (22.20.46062) "aximum Height Limit: • 35 feet (22.20.460) • As established by CUP (22.20.460) minimum Required Parking: • Same as R-1 (22.52.1180) • Same as R-1 through R-4, depending on type of structure or as required by CUP (22.20.460) ensity: • As established by CUP and zoning (22.20.460 B2) ..tandard Yard Requirements and Development Standards: • All yards: same as R-1 (22.20.460A) • The Regional Planning Commission, in approving a CUP for a planned development, may modify or require greater yards than those required in a normal single family residential development. Building separation is a minimum of 10 feet for 1 and 2 stories. Add 2 feet for each story above 2 stories (22.20.460B) le CUP will regulate the type of structures, open space, building coverage, utilities, landscaping, and other features. 1 inch = 700 feet City of Rolling Hills Estates Zoning Map Legend — City Boundary Zoning Residental Low Density (1 Acre) • R• esidental Low Density (20,000 Sq. Ft.) . n R• esidental Medium Density (15,000 Sq. Ft.) L-1 Residental Medium Density (10,000 Sq. Ft.) Residental Planned Development - Commercial General - Commercial Office nCommercial Limited Commercial Recreation - Agricultural - Institutional ® Quarry ® Open Space Recreation DIGITAL MAP PRODUC IJ RD R4 RS RP R-MF fHMD CITY OF TORRANCE COMMUNITY DEVELOPMENT DEPARTMENT JEFFERY W. GIBSON COMMUNITY DEVELOPMENT DIRECTOR S NOT TO SCALE E7 ED CO E7 Es do LEGEND HILLSIDE OVERLAY HAWTHORNE BLVD. CORRIDOR SPECIFIC PLAN AREA DOWNTOWN REDEVELOPMENT PROJECT TORRANCE INDUSTRIAL REDEVELOPMENT PROJECT MEADOW PARK REDEVELOPMENT PROJECT SKY PARK REDEVELOPMENT PROJECT WV V' 404 4.61 IWO CITY OF TORRANCE PROPERTY ZONING MAP JULY 2015 1000 2000 3000 4000 UGHT AGRICULTURAL RESIDENTIAL TOWNHOUSE , SINGLE FAMILY RESIDENTIAL TWO FAMILY RESIDENTIAL UNITED MULTIPLE FAMILY RESIUEMIAL THREE FAMILY RESIDENTIAL RESTRICTED MULTIPLE FAMILY RESIDENTIAL DOWNTOWN MULTIPLE FAMILY RESIDENTIAL UNUMRED MULTIPLE FAMILY RESIDENTIAL HIGH RISE RESIDENTIAL RESIDENTIAL PROFESSIONAL RESDENML MULTIPLE FAMILY DISTRICT (REDEVELOPMENT PROJECT ONLY) HOSPITAL —MEDICAL —DENTAL RETAIL COMMERCIAL GENERAL COMMERCIAL SOLELY COMMERCIAL SHOPPING CENTER CONDTIONAL COMMERCIAL RESTRICTED COMMERCIAL UNITED PROFESSIONAL OFFICE DISTRICT UNITED MANUFACTURING LIGHT MANUFACTURING HEAVY MANUFACTURING PUBUC USE OPEN AREA, PLANING —PARKING RESIDENTIAL OFFICE OVERLAY 5000 FEET HAWTHORNE BLVD. CORRIDOR SPECIFIC PLAN (NT) North Tortance Sub —District (PR) Promenade Sub —District (OA -1) Del Amo Business Sub —District One (DA -2) Del Arno Business Sub —District Two (MP) Meadow Pork Sub —District (H/PCH) Ant thonne Sub/D'cTl Coast Hwy. (W) Wullaria Sub —District COMMERCIALOVEFUY / RESI M DEN L TRAN IBCSF1 C/R"1 n PRECISE PLAN ON FILE' . ( )1 PD I CONTROLLED ZONING PLANNED DEVELOPMENT ' THE SYMBOL "PP' PRECEDED BY A ZONE DESIGNATION, BOTH OF WHICH ARE ENCLOSED BY PARENTHESES INDICATES APPROVED ZONING SUBJECT TO RUNG OF A PRECISE PLAN. VA 0 Fire Station P Library S Hospital TH5 MAP IS ACCURATE ONLY TO UST REVISION DATE FOR MORE COMPLETE INFORMATION PLEASE CONTACT THE COMMUNITY DEVELOPMENT DEPARTMENT AT (310) 618-5990 Iii OpA1}T11"DINi 11 T Y�'D�TC$v C. f. 0, P UHNT '1 T:\ELASEMAP\TAAPS\ZONING2015.17WG California oopa.hmont of EDUCATION SARC Home » Dapplegray Elementary School Accountability Report Card About This School Contact Information (School Year 2018-19) District Contact Information (School Year 2018-19) District Name Palos Verdes Peninsula Unified Phone Number (310) 378-9966 Superintendent Alex Cherniss E-mail Address chernissa@pvpusd.net Web Site www.pvpusd.net School Contact Information (School Year 2018-19) fl School Name Dapplegray Elementary Street 3011 Palos Verdes Dr. North City, State, Zip Rolling Hills Estates, Ca, 90274-7303 Phone Number 310-541-3706 Principal Ms. Gina Stutzel, Principal E-mail Address stutzelg@pvpusd.net Web Site http://dapplegray.pvpusd.net County -District -School 1964 865 6116172 (CDS) Code Download English PDF of SARC for this School Translation Disclaimer [ Select Language Powered by Google Translate Last updated: 12/12/2018 :School Description and Mission Statement (School Year 2018-19) Dapplegray is committed to providing an educational program that will prepare students for their next level of education. Dapplegray believes 'each child is a gift and therefore is "gifted" in some way. Staff and Administration agree that a strong literacy curriculum, balanced and enhanced [by specialized programs in mathematics, arts, science, history and technology, will best serve our students. An important component of our 'mission is to implement instructional strategies that will strive to meet individual student learning needs and create a school where students feel 'safe to express their individuality. Creating an environment where the student care for themselves, each other, and their school is an important (part of what makes Dapplegray a special place to learn. Last updated: 12/12/2018 'Student Enrollment by Grade Level (School Year 2017-18) Grade Level Number of Students Kindergarten 118 Grade 1 102 Grade 2 - 114 - Grade 3 • 82 Grade 4 k 107 Grade 5 116 Total Enrollment • 639 • Last updated: 12/12/2018 . Percent of Total Enrollment —r es Kindergarten Student 120 • 100 - , t 5 Grade 1 Grade 2 Grade 3 Grade 4 Enrollment by Student Group (School Year 2017-18) Student Group Grade Black or African American 1.1 American Indian or Alaska Native 0.6 % Asian 18.2 % . Student Group Percent of Total Enrollment Filipino 3.0 % Hispanic or Latino 23.9 % Native Hawaiian or Pacific Islander 0.3 % White 43.5 % Two or More Races 8.8 % Other 0.6 % Student Group (Other) Socioeconomically Disadvantaged English Learners Students with Disabilities Foster Youth t Percent of Total Enrollment 9.1 % 8.3 % 6.9 % 0.2 % Questions: SARC TEAM I sarc@cde.ca.gov 1916-319-0406 California Department of Education 1430 N Street Sacramento, CA 95814 APPENDIX G October 12, 2005 TO: Dean Efstathiou FROM: Dennis Hunter Land Development Division POLICIES FOR MANAGING AVAILABLE SEWER CAPACITY AND SEWAGE DISCHARGE IN EXCESS OF DESIGN CAPAC TY The following will set forth Public Works' policies related to managing sewer infrastructure capacity. Design capacity of the sewer mainline is defined as follows: < 15" diameter 1/2 full = 100% capacity (d/D) > 15" diameter % full = 100% capacity (d/D) When Public Works determines there is available capacity in a mainline sewer for infill and redevelopment projects, the remaining available capacity shall be allocated on a first come — first serve basis. Sewer Advisory Committee A Sewer Advisory Committee (SAC) will be formed for the purpose of recommending courses of action to address proposed developmentconnecting to existing sewers that will cause them to be operating beyond their design capacity. The SAC will make their recommendations to Dean Efstathiou, Assistant Director. The SAC will be chaired by Waterworks and Sewer Maintenance Division and will have representatives from Design and Land Development Divisions. Each Division will appoint a Principal Engineer or Senior Civil Engineer as a representative to the SAC and will convene whenever sewer decisions are required to address developmental impacts. Sewer Maintenance will maintain records of SAC meetings and will prepare recommendations to Administration for approval. The SAC may require other Division representatives to participate on a case -by -case basis when necessary, such as Building and Safety and Programs Development. Divisional Responsibilities • Design Division 1. Support activities of the SAC. 2. Prepare sewer area studies when required. Dean Efstathiou August 25, 2005 Page 2 3. Maintain records/archive of all approved sewer area studies and flow measurements. Land Development Division 1. Support activities of the SAC. 2. Impose sewer area study requirements for private developments if necessary and review/approve all submittals. 3. Refer cases to SAC when both sewer area studies and flow measurements indicate that a potential overload situation exists or will exist based on criteria described below. 4. Provide copies of all approved sewer area studies and flow measurements to Design Division for archiving. Waterworks and Sewer Maintenance Division 1. Chair the SAC, maintain meeting records and prepare position papers to Administration. 2. Advise the SAC when an overload condition is observed during maintenance activities. 3. Initiate effort to track and map all overload areas within `the Consolidated Maintenance District. 4. Keep database of all flow measurement results. Design Criteria 1. Capacity of sewer mainlines less than 15" in diameter are considered full (100 percent) when the ratio of the depth of flow (d) over the pipe diameter (D) is equal to 0.5, expressed as d/D = 0.5. 2. Capacity of sewer mainlines equal to or greater than 15" in diameter are considered full (100 percent) when the ratio of the depth of flow (d) over the pipe diameter (D) is equal to 0.75, expressed as d/D = 0.75. Dean Efstathiou August 25,. 2005 Page 3 3. When an area study indicates that flow conditions based on calculated discharges is between 101 percent to 150 percent of capacity, no flow measurements and no mitigation will be required. If maintenance records warrant, a flow test may be required. 4. When an area study for a development that proposes to increase the density or change the zoning indicates that flow conditions are between 151 to 200 percent of capacity, flow measurements shall be required. If theflow test indicates that the actual flow condition is below 151 percent, no mitigation will be required. If the flow test results indicate the actual flow is above 151 percent, the case shall be referred to the SAC to evaluate options and make recommendations to Administration for approval. These options may include, but are not limited to: requiring full mitigation from the development, assessing pro -rata shares, creation of a reimbursement district, or establishing a County Improvement (CI) district. AHN:ca P:\LDPUB\SUBPCHECK\SEWER\MISCELLANEOUS\SEWER INFRASTRUCTURE MANAGEMENT cc: Administration (Kelly) Building and Safety (Patel) Design (Kumar) PAZ AA e •,;.•• Land Development (D'Antonio, Burger, ' , Chong, Witter, Narag) Programs Development (Afshari) Waterworks and Sewer Maintenance (Del Real, Lehto) APPENDIX H Estimated Average Daily Sewage Flows for Various Occupancies Occupancy Abbreviation *Average daily flow Apartment Buildings: Bachelor or Single dwelling units Apt 150 gal/D.U. 1 bedroom dwelling units Apt 200 gal/D.U. 2 bedroom dwelling units Apt 250 gal/D.U. 3 bedroom or more dwelling units Apt 300 gal/D.U. Auditoriums, churches, etc. Aud 5 gal/seat Automobile parking P 25 gal/1000 sq ft gross floor area Bars, cocktails lounges, etc. . Bar 20 gal/seat Commercial Shops & Stores CS 100 gal/1000 sq ft gross floor area Hospitals,(surgical) HS 500 gal/bed Hospitals (convalescent) HC 85 gal/bed • Hotels H 150 gal/room Medical Buildings MB 300 gal/1000 sq ft gross floor area Motels MB 150 gal/unit Office Buildings Off 200 gal/1000 sq ft gross floor area Restaurants, cafeterias, etc. - R 50 gal/seat Schools: Elementary or Jr. High S 10 gal/student High Schools HS 15 gal/student Universities or Colleges U 20 gal/student College Dormitories CD 85 gal/student *Multiply the average daily flow by 2.5 to obtain the peak flow Zoning Coefficients Zone Coefficient (cfs/Acre) Agriculture Residential*: R-1 R-2 R-3 R-4 Commercial: C-1 through C-4 Heavy Industrial: M-1 through M-4 0.001 0.004 0.008 0.012 0.016* 0.015* 0.021* * Individual building, commercial or industrial plant capacities shall be the determining factor when they exceed the coefficients shown * Use 0.001 (cfs/unit) for condominiums only APPENDIX I TABLE 1 LOADINGS FOR EACH CLASS OF LAND USE DESCRIPTION RESIDENTIAL SUSPENDED FLOW COD SOLIDS (Gallons (Pounds (Pounds UNIT OF MEASURE Per Day) Per Da Per Day) Single Family Home Parcel 260 1.22 0.59 Duplex Parcel 312 1.46 0.70 Triplex Parcel 468 2.19 1.05 Fourplex Parcel 624 2.92 1.40 Condominiums . Parcel 195 0.92 0.44 Single Family Home Parcel 156 0.73 0.35 (reduced rate) Five Units or More No. of Dwlg. Units 156 0.73 0.35 Mobile Home Parks No. of Spaces 156 0.73 0.35 COMMERCIAL Hotel/Motel/Rooming House Room 125 0.54 0.28 Store 1000 ft2 100 0.43 0.23 Supermarket 1000 ft2 150 2.00 1.00 Shopping Center 1000 ft2 325 3.00 1.17 Regional Mall 1000 ft2 150 2.10 0.77 Office Building 1000 ft2 200 0.86 0.45 Professional Building 1000 ft2 300 1.29 0.68 Restaurant 1000 ft2 1,000 16.68 5.00 Indoor Theatre 1000 ft2 0.54 0.28 Car Wash Tunnel - No Recycling 1000 ft2 3,700 15.86 8.33 Tunnel - Recycling 1000 ft2 2,700 11.74 6.16 Wand 1000 ft2 700 3.00 1.58 Financial Institution 1000 ft2 100 0.43 0.23 Service Shop 1000 ft2 0.43 0.23 Animal Kennels 1000 ft2 100 0.43 0.23 Service Station 1000 ft2 100 0.43 0.23 Auto Sales/Repair 1000 ft2 100 0.43 0.23 Wholesale Outlet 1000 ft2 100 0.43 0.23 Nursery/Greenhouse 1000 ft2 25 0.11 0.06 Manufacturing 1000 112 200 1.86 0.70 Dry Manufacturing 1000 ft2 25 0.23 0.09 Lumber Yard 1000 ft2 25 0.23 0.09 Warehousing 1000 ft2 0.23 0.09 Open Storage 1000 ft2 25 0.23 0.09 Drive-in Theatre 1000 ft2 20 0.09 0.05 TABLE 1 (continued) LOADINGS FOR EACH CLASS OF LAND USE DESCRIPTION COMMERCIAL SUSPENDED FLOW COD SOLIDS (Gallons (Pounds (Pounds UNIT OF MEASURE Per Da Per Da Per Day) Night Club 1000 ft2 350 1.50 0.79 Bowling/Skating 1000 ft2 150 1.76 0.55 Club 1000 ft2 125 0.54 . 0.27 Auditorium, Amusement 1000 ft2 350 1.50 0.79 Golf Course, Camp, and 1000 ft2 100 0.43 0.23 Park (Structures and Improvements Recreational Vehicle Park No. of Spaces 55 0.34 0.14 Convalescent Home Bed 125 0.54 0.28 Laundry 1000 ft2 3,825 16.40 8.61 Mortuary/Cemetery 1000 ft2 100 1.33 0.67 Health Spa, Gymnasium With Showers 1000 ft -2 600 • 2:58 1.35 , Without Showers 1000 ft2 300 1.297 0.68 . Convention Center, , , Fairground, Racetrack, Average Daily 10 0.04 . 0.02 , Sports Stadium/Arena Attendance INSTITUTIONAL College/University Student 20 0.09 0.05 Private School ` 1000 112 • 200 0.86 0.45 Church 1000 ft2 50 0.21 0.11 APPENDIX J-1 City of Rolling Hills Sewer Service Feasibility Study - Phase 11 Rolling Hills Road Sewer Analysis - Existing Condition * Calculated using Kutter's Formula with n=0.013 ** Design Capacity keeps three decimal places at least *** Based on current land use and coefficients (and occupancy) per LA County, (Attach supporting calculations) **** For pipes < 15", Design Capacity of the sewer mainline is defined as 1/2 Full = 100% capacity (d/D) For pipes > 15", Design Capacity of the sewer mainline is defined as 3/4 Full = 100% capacity (d/D) Kutter's Formula C = 41.65 + 0.00281/5 + 1.811/n 1 + n/RA(1/2) * (41.65 + 0.00281/5) Q= CA(RS)^(1/2) For 1/2 Full Pipe, R = D/4 Street Name Segment MH # MH # ' Pipe Size Slope 8"=0.666' Design Capacity* 1/2 Full 3/4 Full <15" 15" or > Method 1 . Flows Calculated By Occupancy Type Avg Daily Convert Occupancy Flow Peaking gpd to cfs Type Units (gal/D.U.) Factor 1/646317 Calc'd Flow (cfs) Method 2 Flows Calculated By Zoning Zone Area Zoning (Acres) Coeff. (cfs/ac) Calc'd Flow (cfs) Greater of Method 1 Method 2 Calc'd Cum. Calc'd Flow (cfs) Flow (cfs) As -Built Ref. Plan Comment Jurisdiction % of 1/2 Full Cum. Calc'd Flow / Design Capacity Rolling Hills Rd. 201 202 0.666 0.01 0.551 n/a Single Fam. 1 260 2.5 0.00000155 0.001 0.001 0.001 SP-PD038889 0.2% RHE Rolling Hills Rd. 202 203 0.666 0.01 • 0.551 n/a Single Fam. 53 260 2.5 0.00000155 0.053 0.053 0.054 SP-PD038889 9.8% RHE 0.666 0.01 0.551 n/a Institutional 3.6 0.016 0.058 0.058 0.112 SP-PD038889 20.3% RHE Rolling Hills Rd. 203 207 0.666 0.01 0.551 n/a Single Fam. 14 260 2.5 0.00000155 0.014 0.014 0.126 SP-PD038889 22.8% RHE Rolling Hills Rd. 207 210 0.666 0.066 1.419 n/a Single Fam. 7 260 2.5 0.00000155 0.007 0.007 0.133 PD07160 9.4% RHE Rolling Hills Rd. 210 211 0.666 0.067 1.430 n/a Single Fam. 1 260 2.5 0.00000155 0.001 0.001 0.134 PD07160 9.4% RHE Rolling Hills Rd. 211 212 0.666 0.044 1.159 n/a Single Fam. 153 260 2.5 0.00000155 0.154 0.154 0.288 PD07160 24.8% RHE 0.666 0.044 1.159 n/a School 639 10 2.5 0.00000155 0.025 0.025 0.313 PD07160 27.0% RHE 0.666 0.044 1.159 n/a Agriculture 6.977 0.001 0.007 0.007 0.320 PD07160 27.6% RHE 0.666 0.044 1.159 n/a Open Space Rec. 31.264 0.001 0.031 0.031 0.351 PD07160 30.3% RHE 0.666 0.044 1.159 n/a Comm. Rec. 12.233 0.001 0.012 0.012 0.363 PD07160 31.3% RHE 0.666 0.044 1.159 n/a Inst. (Ball Field) 2.79 0.001 0.003 0.003 0.366 PD07160 31.6% RHE Rolling Hills Rd. 212 216 0.666 0.026 0.890 n/a Single Fam. 6 260 2.5 0.00000155 0.006 0.006 0.372 PD07160 41.8% RHE Botanical Comfort Rolling Hills Rd. 216 218 0.666 0.043 1.146 n/a Station 1 260 2.5 ' ,: 0.00000155 0.001 0.001 0.373 PD07160 32.6% RHE Rolling Hills Rd. 218 231 0.666 0.043 1.146 n/a Single Fam. 12 260 2.5 0.00000155 0.012 0.012 0.385 P007160 33.6% RHE Rolling Hills Rd. 231 232 0.666 0.043 1.146 n/a Single Fam. 1 260 2.5 0.00000155 0.001 0.001 0.386 PD07160 33.7% RHE Rolling Hills Rd. 232 233 = 2 0.666 0.052 1.260 n/a Single Fam. 1 260 2.5 0.00000155 0.001 0.001 • 0.387 PD07160 30.7% RHE Rolling Hills Rd. 2 1 0.666 0.051 1.248 n/a 3.181772 0.016 0.051 0.051 0.438 SS -116/55-0043 35.1% Torrance Rolling Hills Rd. 1 9 0.666 0.022 0.819 n/a 4.080533 0.016 0.065 0.065 0.503 SS-116/SS-0043 61.4% Torrance SS -116 / SS -0043 Rolling Hills Rd. 9 8 0.666 0.0104 0.562 n/a 1.700712 0.016 0.027 0.027 0.530 / 5-P-92 94.3% Torrance SS -116 / SS -0043 Rolling Hills Rd. 8 7 = 2126 0.666 0.1 1.747 n/a 0 0 0.000 0.000 0.530 / 5-P-92 30.4% Torrance Note: As-builts for MH's 201 to 207 were not found. Slopes are very conservatively assumed to be 1%. As builts for the storm drain SP-PD038889 in the area indicate the surface slopes are approximately 5%. Slopes will be determined when survey information is obtained for project design. APPENDIX J-2 City of Rolling Hills Sewer Service Feasibility Study - Phase 11 Rolling Hills Road Sewer Analysis - Proposed Condition * Calculated using Kutter's Formula with n=0.013 - Kutter's Formula ** Design Capacity keeps three decimal places at least *** Based on current land use and coefficients (and occupancy) per LA County, (Attach supporting calculations) C = 41.65 + 0.00281/S + 1.811/n **** For pipes < 15", Design Capacity of the sewer mainline is defined as 1/2 Full = 100% capacity (d/D) 1 + n/RA(1/2) * (41.65 + 0.00281/S) For pipes > 15", Design Capacity of the sewer mainline is defined as 3/4 Full = 100% capacity (d/D) (1.= CA(RS)A(1/2) For 1/2 Full Pipe, R = D/4 Street Name Design Capacity* Segment Pipe 1/2 Full 3/4 Full MH # MH # Size Slope <15" 15" or > 8"=0.666' 10"=0.833' Method 1 Flows Calculated By Occupancy Type Avg Daily Convert Occupancy Flow Peaking gpd to cfs Calc'd Type Number (gal/D.U.) Factor 1/646317 Flow (cfs) Zone Method 2 Flows Calculated By Zoning Area Zoning Calc'd (Acres) Coeff. Flow (cfs) (cfs/ac) Greater of Method 1 Method 2 Calc'd Cum. Calc'd Flow (cfs) Flow (cfs) As -Built Ref. Plan % of 1/2 Full Cum. Calc'd Flow / Design Capacity Comment Jurisdiction Rolling Hills Rd. 98 99 • 0.666 0.058 1.331 Rolling Hills Rd. 99 100 0.666 0.061 1.365 0.666 0.061 1.365 Rolling Hills Rd. 100 201 0.666 0.0506 1.243 Rolling Hills Rd. 201 202 0.666 0.01 0.551 Rolling Hills Rd. 202 203 0.666 0.01 0.551 0.666 0.01 0.551 Rolling Hills Rd. 203 207 0.666 0.01 0.551 Rolling Hills Rd. 207 210 0.666 0.066 1.419 Rolling Hills Rd. 210 211 0.666 0.067 1.430 Rolling Hills Rd. 211 212 0.666 0.044 1.159 0.666 0.044 1.159 0.666 0.044 1.159 0.666 0.044 1.159 0.666 0.044 1.159 0.666 0.044 1.159 Rolling Hills Rd. 212 216 0.666 0.026 0.890 Rolling Hills Rd. 216 218 Rolling Hills Rd. 218 231 Rolling Hills Rd. 231 232 Rolling Hills Rd. 232 233 = 2 Rolling Hills Rd. 2 1 Rolling Hills Rd. 1 9 Rolling Hills Rd. 9 8 9 8 0.666 0.666 0.666 0.666 0.666 0.666 0.666 r 0.833 0.043 0.043 0.043 0.052 0.051 0.022 0.0104 0.0104 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 1.146 n/a 1.146 n/a 1.146 n/a 1.260 n/a 1.248 n/a 0.819 n/a 0.562 n/a 1.047 n/a Rolling Hills Rd. 8 7 = 2126 0.666 0.1 1.747 n/a Single Fam. 235 260 2.5 0.00000155 0.236 ##Tennis Ct. 37.46 100 2.5 0.00000155 0.014 0 0.000 Single Fam. 1 260 2.5 0.00000155 0.001 Single Fam. 53 260 2.5 0.00000155 0.053 Single Fam. 14 260 2.5 0.00000155 0.014 Single Fam. 7 260 2.5 0.00000155 0.007 Single Fam. 1 260 2.5 0.00000155 0.001 Single Fam. 153 260 2.5 0.00000155 0.154 School 639 10 2.5 0.00000155 0.025 Single Fam. 6 260 2.5 0.00000155 0.006 Botanical Comfort Station 1 260 2.5 0.00000155 0.001 Single Fam. 12 260 2.5 0.00000155 0.012 Single Fam. 1 260 2.5 0.00000155 0.001 Single Fam. 1 260 2.5 0.00000155 0.001 #City Hall 1.22 0.016 0.020 Institutional 3.6 0.016 0.058 Agriculture 6.977 0.001 0.007 Open Space Rec. 31.264 0.001 0.031 Comm. Rec. 12.233 0.001 0.012 Inst. (Ball Field) 2.79 0.001 0.003 3.181772 0.016 4.080533 0.016 1.700712 0.016 • 0.051 0.065 0.027 0 0 0.000 Note: As-builts for MH's 201 to 207 were not found. Slopes are very conservatively assumed to be 1%. As builts for the storm drain SP-PD038889 in the area indicate the surface slopes are approximately 5%. Slopes will be determined when survey information is obtained for project design. # City Hall based on R-4 = 0.016 cfs/ac Per LA County Assessor, Parcel 7569-003-904 = 1.22 ac = 53,143 sf ## Tennis Ct. based on Golf Course, Camp, and Park (Structures and Improvements, 100 gpd/1000 sf Per LA County Assessor, Parcel 7569-015-900 = 37,460 sf 0.236 0.236 Prelim Plans 0.020 0.256 Prelim Plans 0.014 0.270 Prelim Plans 0.000 0.270 Prelim Plans 0.001 0.271 SP-PD038889 0.053 0.325 SP-PD038889 0.058 0.382 SP-PD038889 0.014 0.396 SP-PD038889 0.007 0.403 PD07160 0.001 0.404 PD07160 0.154 0.558 PD07160 0.025 , 0.583 PD07160 0.007 0.590 PD07160 0.031 0.621 PD07160 0.012 ,-10.633 PD07160 0.003 0.636 PD07160 0.006 0.642 PD07160 0.001 0.643 PD07160 0.012 0.655 PD07160 0.001 0.656 PD07160 0.001 0.657 PD07160 0.051 0.708 SS-116/SS-0043 0.065 0.774 SS-116/SS-0043 0.027 0.801 SS-116/SS-0043 0.801 Prelim Plans SS -116 / SS -0043 0.000 0.801 / 5-P-92 17.8% 18.7% 19.8% 21.8% 49.2% 58.9% 69.3% 71.9% 28.4% 28.3% 48.2% 50.3% 50.9% 53.6% 54.7% 54.9% 72.1% 56.2% 57.2% 57.3% 52.2% 56.8% 94.5% 76.5% 45.8% RH RH RH RHE RHE RHE RHE RHE RHE RHE RHE RHE RHE RHE RHE RHE RHE RHE RHE RHE RHE Torrance Torrance Torrance Torrance APPENDIX K-1 EX - MH 201 to MH 202 Project Description Friction Method Solve For Kutter Formula Discharge `Input Data Roughness Coefficient Channel Slope Normal Depth Diameter 0.013 0.01000 ft/ft 0.333 ft 0.666 ft Results Discharge Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type •SuperCritical 0.551 ft'/s 0.17 ft2 1.05 ft 0.167 ft 0.67 ft 0.35 ft 50.0 % 0.00854 ft/ft 3.17 ft/s 0.16 ft 0.49 ft 1.09 1.21 ft/s 1.10 ft/s 0.00252 ft/ft GVF.Input Data Downstream Depth . 0.000 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity 0.000 ft ' 0.00 ft 0.00 % 50.00 % Infinity ft/s Bentley Systems, Inc. Haestad Methods SolletudlCefitewMaster V81 (SELECTserles 1) [08.11.01.03] 10/11/2019 7:20:46 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 EX - MH 201 to MH 202 GVF Output Data Upstream Velocity Infinity fUs Normal Depth 0.333 ft Critical Depth 0.35 ft Channel Slope 0.01000 ft/ft Critical Slope 0.00854 ft/ft • Bentley Systems, Inc. Haestad Methods SoI@bdlgefitewMaster V81 (SELECTserles 1) [08.11.01.03] 10/11/2019 7:20:46 AM 27 Slemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 EX - MH 202 to MH 203 Project Description Friction Method Solve For Kutter Formula Discharge Input Data Roughness Coefficient Channel Slope Normal Depth Diameter 0.013 0.01000 ft/ft 0.333 ft 0.666 ft Results Discharge Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth. Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type • SuperCritical 0.551 ft3/s 0.17 ft2 1.05 ft 0.167 ft 0.67 ft 0.35 ft 50.0 % 0.00854 ft/ft 3.17 ft/s 0.16 ft 0.49 ft 1.09 1.21 ft3/s 1.10 ft3/s 0.00252 ft/ft GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data 0.000 ft 0.00 ft 0 Upstream Depth 0.000 :ft Profile Description • Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 Normal Depth. Over Rise 50.00 % Downstream Velocity Infinity ft/s Bentley Systems, Inc. Haestad Methods SoI@6otll4eehitawMaster V81 (SELECTserles 1) (08.11.01.03] 10/11/2019 7:25:02 AM 27 Slemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 EX - MH 202 to MH 203 GVF Output Data Upstream Velocity Infinity ft/s Normal Depth 0.333 ft Critical Depth 0.35 ft Channel Slope 0.01000 ft/ft Critical Slope 0.00854 ft/ft Bentley Systems, Inc. Haestad Methods Soli llltfIitewMaster V81 (SELECTseries 1) [08.11.01.03] 10/11/2019 7:25:02 AM 27 Slemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666. Page 2 of 2 EX-MH2O3toMH2O7 Project Description Friction Method Solve For Kutter Formula Discharge Input Data Roughness Coefficient Channel Slope Normal Depth Diameter 0.013 0.01000 ft/ft 0.333 ft 0.666 ft Results Discharge Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type SuperCritical 0.551 ft3/s 0.17 ft2 1.05 ft 0.167 ft 0.67 ft 0.35 ft 50.0 % 0.00854 ft/ft 3.17 ft/s 0.16 ft 0.49 ft 1.09 1.21 ft3/s 1.10 ft/s 0.00252 ft/ft GVF Input Data Downstream Depth Length Number Of Steps 0.000 ft 0.00 ft 0 [GVF Output Data Upstream Depth Profile Description - Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity .0.000 ft 0.00 . ft 0.00 % 50.00 % Infinity ft/s Bentley Systems, Inc. Haestad Methods SoliffioIlEjefitewMaster V8I (SELECTserles 1) [08.11.01.03] 10111/2019 7:26:12 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 EX - MH 203 to MH 207 GVF Output Data Upstream Velocity Infinity ft/s Normal Depth 0.333 ft Critical Depth 0.35 ft Channel Slope 0.01000 ft/ft Critical Slope 0.00854 ft/ft Bentley Systems, Inc. Haestad Methods SoI®6ed1E)ieI tewMaster V81 (SELECTserles 1) [08.11.01.03] 10/11/2019 7:26:12 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 EX - MH 207 to MH 210 Project Description Friction Method Solve For Kutter Formula Discharge Input Data Roughness Coefficient Channel Slope Normal Depth Diameter 0.013 0.06600 ft/ft 0.333 ft • 0.666 ft Results Discharge Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Row Type SuperCritical 1.419 ft'/s 0.17 ft2 1.05 ft 0.167 ft 0.67 ft 0.56 ft 50.0 0.01519 ft/ft 8.15 ft/s 1.03 ft 1.37 ft 2.81 3.11 ft/s 2.84 ft3/s 0.01651 ft/ft GVF Input Data. • Downstream Depth 0.000 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.000 ft Profile Description Profile Headless 0.00 ft Average End Depth Over Rise 0.00 % Normal Depth Over Rise 50.00 % Downstream Velocity Infinity ft/s Bentley Systems, Inc. Haestad Methods SolBiodlEyeritewMaster V8I (SELECTserles 1) [08.11.01.03] 10/16/2019 8:25:26 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 EX - MH 207 to MH 210 GVF Output Data Upstream Velocity Infinity ft/s Normal Depth 0.333 ft Critical Depth 0.56 ft' Channel Slope 0.06600 ft/ft Critical Slope 0.01519 ft/ft Bentley Systems, Inc. Haestad Methods Solb>1odl4efitewMlaster V8I (SELECTserles 1) [08.11.01.03] 10/16/2019 8:25:26 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 EX - MH 210 to MH 211 [Project Description Friction Method Solve For Kutter Formula Discharge Input Data Roughness Coefficient Channel Slope Normal Depth Diameter 0.013 0.06700 ft/ft 0.333 ft • 0.666 ft Results Discharge Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge , Discharge Full Slope Full Flow Type SuperCritical 1.430 ft /s 0.17 ft2 1.05 ft 0.167 ft 0.67 ft 0.56 ft 50.0 2/0 0.01535 ft/ft 8.21 ft/s 1.05 ft 1.38 ft 2.83 3.13 ft /s 2.86 ft /s 0.01676 ft/ft GVF Input Data Downstream Depth 0.000 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth Profile Description Profile Headloss • Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity 0.000 ft 0.00 ft 0.00 50.00 0/9 Infinity ft/s Bentley Systems, Inc. Haestad Methods SollattodlliehtewMaster V81(SELECTserles 1) [08.11.01.03] 10/16/2019 8:26:21 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 EX - MH 210 to MH 211 GVF Output Data Upstream Velocity Infinity ft/s Normal Depth 0.333 ft Critical Depth 0.56 ft Channel Slope 0.06700 ft/ft Critical Slope 0.01535 ft/ft Bentley Systems, Inc. Haestad Methods So16tio61 yelitewMaster V8I (SELECTserles 1) [08.11.01.03] 10/16/2019 8:26:21 AM 27 Slemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 EX*- MH 211 to MH 212 Project Description Friction Method Solve For Kutter Formula Discharge ,Input Data Roughness Coefficient Channel Slope Normal Depth Diameter . 0.013 0.04400 ft/ftt 0.333 ft 0.666 ft 'Results Discharge Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type SuperCritical 1.159 ft'/s 0.17 ft2 1.05 ft 0.167 ft 0.67 ft 0.51 ft 50.0 % 0.01210 ft/ft 6.65 ft/s 0.69 ft 1.02 ft 2.29 2.54 ft/s 2.32 ft/s 0.01100 ft/ft GVF Input Data Downstream Depth 0.000 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity 0.000 ft 0.00 ft 0.00 50.00 % Infinity ft/s Bentley Systems, Inc. Haestad Methods SoI®todl4eRtewMaster V8I (SELECTserles 1) [08.11.01.03] 10/16/2019 8:27:39 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 EX7MH211 toMH212 �GVF Output Data • Upstream Velocity Normal Depth Critical Depth Channel Slope Critical Slope Infinity ft/s 0.333 ft 0.51 ft 0.04400 ft/ft 0.01210 ft/ft ( Bentley Systems, Inc. Haestad Methods SolliliudI6efit wMaster V81 (SELECTserles 1) [08.11.01.03] 10/16/2019 8:27:39 AM 27 Slemons Company Drive Suite 200 W Watertown, CT 06795 USA +1.203-755-1666 Page 2 of 2 EX - MH 212 to MH 216 Project Description Friction Method Solve For Kutter Formula Discharge Input Data Roughness Coefficient Channel Slope Normal Depth Diameter 0.013 0.02600 ft/ft 0.333 ft 0.666 ft Results Discharge Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type SuperCritical 0.890 ft/s 0.17 ft2 1.05 ft 0.167 ft 0.67 ft 0.45 ft 50.0 % 0.01003 ft/ft 5.11 ftls 0.41 ft 0.74 ft 1.76 1.95 ft/s 1.78 ft3/s 0.00650 ft/ft GVF Input Data Downstream Depth Length Number Of Steps 0.000 ft 0.00 ft 0 GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity 0.000 ft 0.00 ft 0.00 % 50.00 % Infinity Ws Bentley Systems, Inc. Haestad Methods SolgtorkI4ehtewMaster V81 (SELECTseries 1) [08.11.01.03] 10/16/2019 8:28:45 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 EX-MH212 to MH 216 GVF Output Data Upstream Velocity Normal Depth Critical Depth Channel Slope Critical Slope e Infinity ft/s 0.333 ft 0.45 ft 0.02600 ft/ft 0.01003 ft/ft Bentley Systems, Inc. Haestad Methods SalfdioNE]eht wMaster V8i (SELECTserles 1) [08.11.01.03] 10/16/2019 8:28:45 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of .2 EX - MH 216 to MH 218 (Project Description Friction Method Solve For Kutter Formula_ Discharge Input Data Roughness Coefficient Channel Slope Normal Depth Diameter 0.013 0.04300 ft/ft 0.333 ft 0.666 ft Results Discharge Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type r GVF Input Data Downstream Depth Length Number Of Steps 1.146 ft/s 0.17 ft2 1.05 ft 0.167 ft 0.67 ft 0.51 ft 50.0 % 0.01197 ft/ft 6.58 ft/s 0.67 ft 1.01 ft 2.27 2.51 ft3/s 2.29 ft/s 0.01075 ft/ft SuperCritical 0.000 ft 0.00 ft 0 ,GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity 0.000 ft 0.00 ft 0.00 50.00 % Infinity ft/s Bentley Systems, Inc. Haestad Methods SolEtfuAlE>,eht wMaster V81 (SELECTserles 1) [08.11.01.03] 10/16/2019 8:29:46 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 EX - MH 216 to MH 218 rGVF Output Data Upstream Velocity Infinity ft/s Normal Depth 0.333 ft Critical Depth 0.51 .ft Channel Slope 0.04300 ft/ft Critical Slope 0.01197 ft/ft Bentley Systems, Inc. Haestad Methods Sol@6odllpKtewMaster V81 (SELECTserles 1) [08.11.01.03] 10/16/2019 8:29:46 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 - EX - MH 218 to MH 231 Project Description Friction Method Kutter Formula Solve For Discharge Input Data Roughness Coefficient 0.013 Channel Slope 0.04300 ft/ft Normal Depth 0.333 ft Diameter 0.666 ft Results Discharge Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type SuperCritical 1.146 ft/s 0.17 ft2 1.05 ft 0.167 ft 0.67 ft 0.51 ft 50.0 % 0.01197 ft/ft 6.58 ft/s 0.67 ft 1.01 ft 2.27 2.51 ft3/s 2.29 ft/s 0.01075 ft/ft GVF Input Data Downstream Depth 0.000 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity 0.000 ft 0.00. ft 0.00 % 50.00 Infinity ft/s Bentley Systems, Inc. Haestad Methods Sol@hntl6eItewMaster V81 (SELECTserles 1) [08.11.01.03] 10/16/2019 8:30:41 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 EX - MH 218 to MH 231 rGVF Output Data Upstream Velocity Infinity ft/s Normal Depth 0.333 ft Critical Depth 0.51 ft Channel Slope 0.04300 ft/ft Critical Slope 0.01197 ft/ft Bentley Systems, Inc. Haestad Methods SoIBiindlEteItttewMaster V81 (SELECTseries 1) [08.11.01.03] • 10/16/2019 8:30:41 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 EX - MH 231 to MH 232 'Project Description Friction Method Kutter Formula Solve For Discharge Input Data Roughness Coefficient Channel Slope Normal Depth Diameter 0.013 0.04300 ft/ft 0.333 ft 0.666 ft Results Discharge Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope .Velocity Velocity Head Specific Energy Froude Number Maximum Discharge , Discharge Full Slope Full Flow Type GVF Input Data 1.146 ft'/s 0.17 ft2 1.05 ft ' 0.167 ft 0.67 ft 0.51 ft 50.0 % 0.01197 ft/ft 6.58 ft/s 0.67 ft 1.01 ft 2.27 2.51 ft /s 2.29 ft/s 0.01075 ft/ft SuperCritical Downstream Depth 0.000 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.000 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Normal Depth Over Rise 50.00 % Downstream Velocity Infinity ft/s Bentley Systems, Inc. Haestad Methods So1dit6m1irliefitewMaster V8i (SELECTserles 1) [08.11.01.03] 10/16/2019 8:31:30 AM 27 Siemens Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 1 EX - MH 231 to MH 232 GVF Output Data. Upstream Velocity Infinity ft/s Normal Depth 0.333 ft Critical Depth 0.51 ft Channel Slope 0.04300 ft/ft Critical Slope 0.01197 ft/ft Bentley Systems, Inc. Haestad Methods SoI6ffiatll6)ehtenrMaster V8I (SELECTserles 1) [08.11.01.03] 10/16/2019 8:31:30 AM 27 Slemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 EX - MH 232 to MH 233 = MH 2 Project Description Friction Method Kutter Formula Solve For Discharge Input Data Roughness Coefficient Channel Slope Normal Depth Diameter 0.013 0.05200 ft/ft 0.333 ft 0.666 ft Results Discharge Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type SuperCritical 1.260 fP/s 0.17 ft2 1.05 ft 0.167 ft 0.67 ft 0.53 ft 50.0 % 0.01316 ft/ft 7.23 ft/s 0.81 ft 1.15 ft 2.49 2.76 ft/s 2.52 ft/s 0.01300 ft/ft GVF Input Data Downstream Depth Length Number Of Steps 0.000 ft 0.00 ft 0 GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity 0.000 ft 0.00 ft 0.00 % 50.00 % Infinity ft/s Bentley Systems, Inc. Haestad Methods SoIlitiOdli1efitowMaster V81 (SELECTserles 1) [08.11.01.03) 10/16/2019 8:32:43 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 EX-.MH232toMH233=MH2 GVF Output Data _ Upstream Velocity Infinity ft/s Normal Depth 0.333 ft Critical Depth 0.53 ft Channel Slope 0.05200 , ft/ft Critical Slope 0.01316 ft/ft • Bentley Systems, Inc. Haestad Methods SoIMtoAIlphtewMaster V81 (SELECTserles 1) [08.11.01.03] 10/16/2019 8:32:43 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1.203-755-1666 Page 2 of 2 EX-MH2toMH1 [Project Description Friction Method Solve For Kutter Formula Discharge Input Data Roughness Coefficient Channel Slope Normal Depth Diameter 0.013 0.05100 ft/ft 0.333 ft 0.666 ft Results Discharge Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type SuperCritical 1.248 ft/s 0.17 ft2 1.05 ft 0.167 ft 0.67 ft 0.53 ft 50.0 % 0.01303 ft/ft 7.16 ft/s 0.80 ft 1.13 ft 2.47 2.73 ft/s 2.50 ft/s 0.01275 ft/ft GVF Input Data Downstream Depth Length • Number Of Steps 0.000 ft 0.00 ft 0 GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity 0.000 ft 0.00 ft 0.00 50.00 Infinity ft/s Bentley Systems, Inc. Haestad Methods SolMtadlEaehtowMaster V8I (SELECTserles,1) [08.11.01.03] 10/16/2019 8:24:07 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 EX-MH2toMH1 GVF Output Data Upstream Velocity Normal Depth Critical Depth Channel Slope . Critical Slope Infinity ft/s 0.333 ft 0.53 ft 0.05100 ft/it 0.01303 ft/ft Bentley Systems, Inc. Haestad Methods SolMbillaefitewMaster V8l (SELECTserles 1) (08.11.01.03] 10/16/2019 8:24:07 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 • EX-MH1 toMH9 Project Description Friction Method Solve For Kutter Formula Discharge [Input Data Roughness Coefficient Channel Slope Normal Depth Diameter 0.013 0.02200 ft/ft 0.333 ft 0.666 ft Results Discharge Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type SuperCritical 0.819 ft3/s 0.17 ft2 1.05 ft 0.167 ft 0.67 ft 0.43 ft 50.0 % 0.00963 ft/ft '4.70 ft/s 0.34 ft 0.68 ft 1.62. 1.79 ft/s 1.64 ft/s 0.00556 ft/ft GVF Input Data Downstream Depth 0.000 ft Length 0.00 ft Number Of Steps 0 :GVF Output Data Upstream Depth 0.000 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 Normal Depth Over Rise 50.00 % Downstream Velocity Infinity ft/s Bentley Systems, Inc. Haestad Methods SolEtiodlEteht wMaster V8I (SELECTserles 1) [08.11.01.03] 10111/2019 8:02:24 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 EX-MH1 toMH9 GVF Output Data Upstream Velocity Infinity ft/s Normal Depth 0.333 ft Critical Depth 0.43 ft Channel Slope 0.02200 ft/ft Critical Slope 0.00963 ft/ft ( Bentley Systems, Inc. Haestad Methods Sol®6eAlpefitewMaster V8I (SELECTserles 1) [08.11.01.03] 10/11/2019 8:02:24 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 EX-MH9toMH8 Project Description Friction Method Solve For Kutter Formula Discharge Input Data Roughness Coefficient Channel Slope Normal Depth Diameter 0.013 0.01040 ft/ft 0.333 ft 0:666 ft Results Discharge . Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope. Velocity Velocity Head Specific Energy Fronde Number Maximum Discharge Discharge Full Slope Full Flow Type SuperCritical 0.562 ft3/s 0.17 ft2 1.05 ft 0.167 ft 0.67 ft 0.35 ft 50.0 0.00858 ft/ft 3.23 ft/s 0.16 ft 0.50 ft 1.11 1.23 ft'/s 1.12 fP/s 0.00262 ft/ft GVF Input Data Downstream Depth Length Number Of Steps 0.000 ft 0.00 ft 0 GVF Output Data Upstream Depth 0.000 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Normal Depth Over Rise 50.00 % Downstream Velocity Infinity ft/s Bentley Systems, Inc. Haestad Methods Solifioni*KtawMaster V8I (SELECTserles 1) [08.11.01.03] 10/11/2019 8:03:36 AM 27 Slemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 . of 2 EX-MH9toMH8 GVF Output Data I Upstream Velocity Infinity ft/s Normal Depth 0.333 ft Critical Depth 0.35 ft Channel Slope 0.01040 ft/ft Critical Slope 0.00858 ft/ft Bentley Systems, Inc. Haestad Methods SoliiiuAleOtawMaster V81 (SELECTserles 1) [08.11.01.03) 10/11/2019 8:03:36 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 • Page 2 of 2 EX-MH8toMH7=2126 Project Description Friction Method Kutter Formula Solve For Discharge Input Data Roughness Coefficient Channel Slope Normal Depth Diameter 0.013 0.10000 ft/ft 0.333 ft 0.666 ft • Results Discharge Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type SuperCritical 1.747 ft/s 0.17 ft2 1.05 ft 0.167 ft 0.67 ft 0.60 ft 50.0 % 0.02103 ft/ft 10.03 ft/s 1.56 ft 1.90 ft 3.46 3.82 ft3/s 3.49 ft3/s 0.02502 ft/ft �GVF Input Data Downstream Depth 0.000 ft Length 0.00 ft Number Of Steps 0 `GVF Output Data Upstream -Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity 0.000 ft 0.00 ft 0.00 % 50.00• DA, Infinity ft/s Bentley Systems, Inc. Haestad Methods Sol@6odl4eI towMaster V8I (SELECTserles 1) [08.11.01.03] 10/11/2019 8:04:34 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 EX - MH 8 to MH 7 = 2126 (GVF Output Data Upstream Velocity Infinity ft/s Normal Depth 0.333 ft Critical Depth 0.60 ft Channel Slope 0.10000 ft/ft Critical Slope 0.02103 ft/ft • Bentley Systems, Inc. Haestad Methods So1BiodIEaeI tewMaster V81 (SELECTserles 1) [08.11.01.03) 10/11/2019 8:04:34 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 2 of 2 APPENDIX K-2 PR-MH98toMH99 Project Description Friction Method Kutter Formula Solve For Discharge nput Data Roughness Coefficient Channel Slope Normal Depth Diameter 0.013 0.05800 ft/ft 0.333 ft 0.666 ft Results Discharge Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type SuperCritical 1.331 ft/s 0.17 ft2 1.05 ft 0.167 ft 0.67 ft 0.54 ft '- 50.0 % 0.01394 ft/ft 7.64 ft/s 0.91 ft 1.24 •ft 2.63 2.91 ft/s 2.66 ft'/s 0.01450 ft/ft GVF Input Data Downstream Depth Length Number Of Steps 0.000 ft . 0.00 ft. 0 GVF Output Data Upstream Depth 0.000 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 0/, Normal Depth Over Rise 50.00 % Downstream Velocity Infinity ft/s Bentley Systems, Inc. Haestad Methods Sol@tudl6 towMlaster V81 (SELECTserles 1) [08.11.01.03]• 10/11/2019 11:20:50 AM 27 Slemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 PR-MH99toMH100 Friction Method Solve For Kutter Formula Discharge Input Data Roughness Coefficient Channel Slope Normal Depth Diameter 0.013 0.06100 ft/ft 0.333 ft 0.666 ft Results Discharge Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type SuperCritical 1.365 ft3/s 0.17 ft2 1.05 ft 0.167 ft 0.67 ft 0.55 ft 50.0 0.01439 ft/ft 7.83 ft/s 0.95 ft 1.29 ft 2.70 2.99 ft/s 2.73 ft3/s 0.01526 ft/ft GVF Input Data Downstream Depth Length Number Of Steps 0.000 ft 0.00 ft 0 GVF Output Data Upstream Depth 0.000. ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Normal Depth Over Rise 50.00 % Downstream Velocity Infinity ft/s Bentley Systems, Inc. Haestad Methods SoIBta I4ehtewMaster V8I (SELECTseries 1) [08.11.01.03] 10/11/2019 11:22:08 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 PR - MH 100 to MH 201 Project Description Friction Method Kutter Formula Solve For Discharge Input Data Roughness Coefficient Channel Slope Normal Depth Diameter 0.013 0.05060 ft/ft 0.333 ft • 0.666 . ft Results Discharge Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type SuperCritical 1.243 ft/s 0.17 ft2 1.05 ft 0.167 ft 0.67 ft 0.53 ft 50.0 % 0.01298 ft/ft 7.13 ft/s 0.79 ft 1.12 ft 2.46 2.72 ft/s • 2.49 ft/s 0.01265 ft/ft GVF Input Data Downstream Depth 0.000 ft Length 0.00 ft Number Of Steps 0 [GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity 0.000 ft 0.00 ft 0.00 50.00. % Infinity ft/s Bentley Systems, Inc. Haestad Methods SoIlitiodIEaeFtowMaster V8i (SELECTserles 1) [08.11.01.03] 10/11/2019 11:23:11 AM 27 Slemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 PR - MH 9 to MH 8 - 10" Pipe Project Description Friction Method Solve For Kutter Formula • Discharge Input Data Roughness Coefficient Channel Slope Normal Depth • Diameter 0.013 0.01040 ft/ft 0.417 ft 0.833 ft Results Discharge Flow Area Wetted Perimeter Hydraulic Radius Top Width . Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Discharge Full Slope Full Flow Type SuperCritical 1.047 ft3/s 0.27 ft2 1.31 ft 0.208 ft 0.83 ft 0.46 ft 50.0 2/0 0.00765 ft/ft 3.84 ft/s 0.23 ft 0.65 ft 1.18 2.29 ft/s 2.09 ft/s 0.00263 ft/ft GVF Input Data Downstream Depth 0.000 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise Downstream Velocity 0.000 ft 0.00 ft 0.00 °A, 50.00 % Infinity ft/s Bentley Systems, Inc. Haestad Methods Solittodl4efitowMaster V81 (SELECTserles 1) [08.11.01.03] 10/11/2019 11:25:38 AM 27 Slemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 APPENDIX L I- Prod A Coun Losses: f - C Cl Not secure maps.assessor.lacounty.gov/GVH 2 2/Index.html7configBase=http://maps.assessor.lacounty.gov/Geocortex/Essentials/REST/sites/PAIS/viewers/PATS hvArirtualdirectory/Resources/Conng/Default o __ it 0 0 C• e Ar J, Los Angeles County Office of the Assessor Va'uing People and Properly Property Assessment Information Systein Parcel Details x C Z 0 wTA L09 — • Property records are kept at the Headquarters Office j - - t • How frequently is this site updated? (and other FAQs) bProperly Information Assessor's ID No: Address: Property Typo: Region / Cluster. Tax Rate Area tTRA): • view Assessor Map • View Index map 7569-003-904 Address Not A Single Family Residential 22 / 22267 07084 Recent Sales Information Latest Sale Date: Indicated Sale Pricc Search for Recent Sales 2019 Roll Values Recording Date. 12/24/1992 Land: SO I. Improvements: SO I. Personal Property: SO Fixtures: SO Homeowner; SO Exemption: Real Estate Exemption: SO Personal Property - SO Exemption: Fixture Exemptions: SO • 2019 Annual taxes • property tax payment FAQs • Estimate supplemental taxes Property Boundary Description ROLLING HILLS FOR DESC SEE ASSESSOR'S `� [ MAPS POR OF LOT 21 Building Description v •� Ar >" ;LA County I County of Los Angeles, Bureau of Land management,Esri, HERE, Gam=in, INCREMENT. P USGS, EPA, USDA CITY HALL ft.. V�✓ry 7569 :ALE 1" = 150' 60 1993 /t / co ROLLING HILLS CODE M.B. 201 — 29 —35 7084 FOR PREV. ASSM'T. SEE: 466 -13 °° A9 <oc‘ 1 ♦h O9' �O0 TRACT NO. 27316 M.B. 781 —45 —46 /2-3-G¢ (,70718622. 690409002 690423 920225D20/6Od/%¢ 92D225020/loDD2-/¢ 9303/00800200/ - /¢ 9303/008002002 -/� ALL ACREAGES ON THIS PAGE ARE NET EXCEPT THOSE TABLED ASSESSOR'S MAP COUNTY OF LOS ANGELES, CALIF. - Pro d a Co unt, , Assess + f C QI Not se cure I ma psassesso r.lacounty. gov/GVH 2_2/ktdex.htmlkonfigBase=htep://maps. assessor. lamunty.gov /Geoc ortex/Essen tials/REST/sites/PATS/view ers/PAIS_hv/virtualdirectory/Resources/Config/Default A tu_ Los Angeles County Office of the Assessor Fatuity People Lira Property Parcel Details x • Property reco rds are kept at the Headquarters O ffice • Ho w frequently is this site updated? Property Info rmation Assessor's ID No : 7509-015-900 Address: 1 PORTUGUES RD ROLLING HI CA 90274 Pro perty Type: Other Region / Cluster: 22 / 22267 Tax Rate Area (TRA): 07064 • View Index ma0 Re cent Sales In formation Late st Sa le Da te: Indicate d Sale Price: .,earcil for hecent Sa es 2019 Roll Va lues Recording Date: 10/18/1962_ Land: SO Improvements: SD Personal Property: SO Fixtures: SO H ome owners SC Exemption: Real Estate Ex emption: SO Personal Property SO Ex emption : Fixture Exemptions: SO Prope rty Bounda ry Description RO LLING HILLS LOT COM AT NE COR OF LOT 25TH N 49033'40' W 1739E rT TH S 254955 1.1, 333.74 FT TH 560."4020 E Property Assessm ent Information System S LAC ounty Street Map LA _cwnty l C ounty of Los A ngeles, Bureau of land Management, Esri, HERE, Gamin, INC REMENT P. USGS, E RA, USD A r559 1LE 1" = 150` cy trt ti 60 \r<10 • Nir � gy�yp - s9 \ N �Y ROLLING CODE 7084 s it s 4`9� 4) / Q I R=2 to>. \ tih TENNIS COURT SITE ALL ACREAGES ON THIS PAGE ARE NET REVISED -Er 7- �3 FOR PREY. ASSM'T. SEE: 466 - 13 ASSESSOR'S MAP COUNTY OF LOS ANGELES, CALIF. APPENDIX M AREA DEVELOPMENT NO. OF UNITS AREA (Ac) 98 Rolling Hills City Hall 1.2 Tennis Courts 0.9 Single Fam. 235 201 Single Fam. 1 202 Single Fam. 53 Institutional 3.6 203 Single Fam. 14 207 Single Fam. 7 210 Single Fam. 1 211 Single Fam. 153 School 639 Agriculture 7.0 Open Space Rec. 31.3 Comm. Rec. 12.2 Inst. (Ball Field) 2.8 212 Single Fam. 6 217 Botanical Comfort Station 1 218 Single Fam. 12 231 Single Fam. 1 i 232 Single Fam. 1 233 3.2 233A 4.1 233B 1.7 233C 0 1111111141t4 OP 110 W 5re III 480 Will VIR 1�:114111114 !Ian�Y D. Vitt 4"4" 1,1P* °it 'i ,4 ay 4 Rallini '' • hills County; Da y Ci re i- ;.-520 ,' it. 1260- W .0 goo 0 150 300 600 Feet A/ Ro 9Ndls t" / P, ly nd :Ruth Coast arkrformar patl s ardaa Lardflt do South Coast k,Peta 'labe Equa un Ca , 600- -620 640 Jurisdiction Boundary Proposed Sewer LA County SMD Sewer Pipes Tributary Area t _ 49 96 �r1 4 9 Tennis Court Site a�g0 :ado 1260 860 900 g20 o uq�Q aan 1040 _O eld Rolling Hills City Hall �1240' 1260 -'- ou¢h Cods ParklF'ater 'Pi to Egtiastrlan er Hops rtt�lde- 233C= MH 8 Segment MH# to MH# 2126= , MH1 7 192 191 420- Pipe Size 233B= MH 9 Dap pl_.jray ,. --Ebtpardary School Pipe Slope 0.0506 0.066 0.067 0.0104 0.0104 40 ,- 600 Chi� .,,ca FQR9E AIN 640 '66P Fiat Lindo n H. CInrrJlsr_. — r. I;- PfesarIe Rom' fi27tr RQtriufl t-;✓y ^I P Design Capacity* 1/2 Full Sources.• Esn, HERE-Garm. inUSGS, Intermap, �NGREME P,,NRCandEsri ap�n CITY OF ROLLING HILLS 1.419 1.430 METIjI1Es i Chia (H -ig Kong, PROPOSED SANITARY SEWER LINES CITY HALL, TENNIS COURT SITE, AND UPSTREAM PROPERTIES SEWER AREA STUDY EXHIBIT - PROPOSED [ Cum. Calc'd Flow a tiaa It Hi ,E of Design Capacity 17.8% 18.7% 19.8% 21.8% 49.2% 58.9% 69.3% 71.9% 28.4% 142.4% 76.5% 45.8% Esri Korea, Esri (Th land), NGCC, (c;)'Open"StreetMap;co tributors;and the GIS User Community WI L L DA N exxttending Engineering reach October 2019 U:\107599 RH Sewer Line Study P1\700-Design\706-GIS\ MapFiles\RollingHillsSewerAreaProposed.mxd 203 207 N 210 212 217 218 tlananFi3lrl'. DEVELOPMENT Single Fam. Single Fam. Institutional Single Fam. Single Fam. Single Fam. Single Fam. Agriculture Open Space Rec. Comm. Rec. Inst. (Ball Field) Single Fam. Botanical Comfort Station Single Fam. Single Fam. Single Fam. rss�au_ Lr 1060 1040 Hills Es NO. OF UNITS ari City - Qllln� RVltrrj tb Estalee r-dyt. fto j tints P /P, rnd AREA (Ac) 31.3 12.2 2.8 Rplting `Hilts Country Lay Care Sou IuPate Eqt» tariic 6dri. e ulh Coast arlufwrrrle r ardor, Lard1111 233C= MH8 Eouth coax) ParlsjPe ter W EquWstrian er wastfi,,eld,. P s Verdeo dftll . lo. ed) 49 90 49- Tennis Court Site Rolling Hills City Hall 600 620 640 Legend Jurisdiction 'Boundary LA County SMD Sewer Pipes Tributary Area 11.11 IlIrlikyllraetir A: 40' 1260" i 1260; 1260 233A= MH 1 Pales; Ve rdes Nt q Sources atataki eF I ; . 2126= MH7 192 191 520- 233B= MH9 Gappladrdy Eiomanta r/ :rhooI,, au Linden H. Preserve Ro' CF txI R FAR E AIN „_n2uo.kigl3�c�i.it�}r;,: Il (441iiii.; l r'7Ci.�iiiiYipFriiii H; I E 'G.orrge F 'rryoiri,: `N�ure Par 'and ,eras IRO l rr 1 1680-- ) B Segment Design Capacity* Cum. Calc'd % Design Capacity MH# to MH# Pipe Size Pipe Slope 1/2 Full Flow (cfs) of , 201 202 8" 0.01 0.551 0.001 0.2% 202 203 8" 0.01 0.551 0.054 9.8% 8" 0.01 0.551 0.112 20.3% 203 207 8" 0.01 0.551 0.126 22.8% 207 210 8" 0.066 1.419 0.133 9.4% 210 211 8" 0.067 I 1.430 0.134 9.4% 211 212 8" 0.044 1.159 0.288 24.8% 8" 0.044 1.159 0.313 27.0% 8" 0.044 1.159 0.320 27.6% 8" 0.044 1.159 0.351 30.3% 8" 0.044 1.159 0.363 31.3% 8" 0.044 1.159 0.366 31.6% 212 216 8" 0.026 0.890 0.372 41.8% 216 218 8" 0.043 1.146 0.373 32.6% 218 231 8" 0.043 1.146 0.385 33.6% • 231 232 8" 0.043 1.146 0.386 33.7% ' 232 233 = 2 8" 0.052 1.260 0.387 30.7% 2 1 8" 0.051 1.248 0.438 35.1% 1 9 8" 0.02.2 0.819 0.503 61.4% 9 8 8" 0.0104 0.562 0.530 94.3% 8 7 = 2126 8" 0.1 1.747 0.530 30.4% Fgri HFRF: Garmin- USGS. IntermaP 10-i INGREMENTi R NRCandEsri Japan METI, Esrl China (Hong Kong•),'Esri Korea, EsriaThailand), NGGC, @c) O,penStreetMalokootiltributorsnd r the GI,SUser Cam r r t' r r r i rri unity' s • CITY OF ROLLING HILLS PROPOSED SANITARY SEWER LINES CITY HALL, TENNIS COURT SITE, AND UPSTREAM PROPERTIES 0 150 300 600 ''' Feet SEWER AREA STUDY EXHIBIT - EXISTING U:\107599 RH Sewer Line Study P1\700-Design\706-GIS\ MapFiles\RollingHillsSewerAreaExist.mxd i ' A' c=' � I 1' WI LLDAN extending r Engineering reach October 2019 0 N Legend Sewer Pipes Sewer Manholes LA County Trunk Sewer LA County Trunk Sewer Manholes City of Rolling Hills Proposed Sewer Drainage Area Zoning Residential Agricultural Suburban Residential Residential Multi -Family Commercial Commercial Recreation IIIIOpen Space Recreation Agricultural Institutional Terrain Contours City Boundaries irrv■/P r r kr 0 Soo Rousseau Ln �' 00 '0 hco SAO LA COUNTY v 0 �60 0 m c000 A`bo 0 0 0 0 cola p 1180 21 1180 7 �20 ♦ 7 2g0 -. 4F 0 �(570 war,i a�, Oceana/re0r ♦4� RANCHO PALOS VERDES 1040 1020 0 150 300 600 Feet 1 inch = 400 feet cst a) O 1 �o 680 a* • 1 0 0 �!0 NC O O O ,,Ti. 00 O r 80/an Ln o# 0 �•''� 0 N 480 4 1390 100 141, M 0 16Q _�4 2go ensh 4' Cinchring Rd d 1220 7`'g0 7260 7280 1300 1330 CITY OF ROLLING HILLS SEWER ANALYSIS AREA & EXISTING LAND USES WIt . 'v1/I LLDAN IL. .� Engineering extending your reach August 22, 2019 U:1107599 RH Sewer Line Study P11700-Design1706-GIS1_MapFiles\Rolling Hills Sewer Study - Exhibit 1.mxd 37+00 38+00 39 00 40+00 41+00 42 00 43 00 11:23am Plotted By: AEscobar 0 N tri 0 U:\107599 RH Sewer Line Study P1 \900—PS&E\901—Plans\PL—SEWR-01.dwg 440 430--- �- 420 ---- EXIST 8" VCP _410 ----- PROFILE SCALE HORIZ.: 1 "= 40' VERT.: 1 "= 8' Know what's below. Call before you dig. BREAK INTO EXISTING MANHOLE AND CONNECT 8" VCP EXISTING GRADE AT TOP OF PIPE 8" VCP 38 LACDPW MH #201 00 40 20 0 40 80 1"=40' SCALE FEET REVISIONS 39+00 PROTECT E SEWER CONSTRUCT 433 LF 8" VCP 40 1ST 00 NO. INITIAL DESCRIPTION APPROVED BY DATE CONSTRUCT MANHOLE MH #100 -----460 43 0 U PROTECT EXIST SEWER CONSTRUCT 134 LF 8" VCP 00 44 00 CONSTRUCT 336 LF 8" VCP WI LLDAN extending Engineering reach 2401 East Katela Ave, Bute 300, Mahein, Caitarnia 92806 714/978-8200 fax 714/978-8299 460 450 440 CONSTRUCT MANHOLE h1H #99 451-00 SCALE: AS SHOWN 46190 DATE DRAWN BY AE 10/15/19 DESIGNED BY AE, CS 10/15/19 CHECKED BY CS 10/15/19 PREPARED UNDER THE SUPERVISION OF 10/15/19 TYRONE PETER, P.E. R.C.E. 81888 DATE EXISTING GRIDE AT TOP OF ' IPE 471-00 48-1j 00 CITY OF ROLLING HILLS MY ADDRESS No. 2 PORTUGUESE BEN ROAD, ROLLING HILLS, CA 90274 CONSTRUCT 436 LF 8" VCP CONSTRUCT MANHOLE MH #98 0) 510 —500 490 -480 -- 470 ------460 49-t00 50- 00 CONSTRUCT 4 LF 8" VCP CITY OF ROLLING HILLS 450 APPROVED PUBLIC WORKS DIRECTOR: DATE SEWER STUDY FOR CONNECTION TO CITY HALL PLAN AND PROFILE STATION 37+27 TO STATION 50+81 SHEET 3 OF 3 DWG. NO. AIL I_E ,_ 1IL1_ 11:29am Plotted By: AEscobar Q 10 44 U O U:\107599 RH Sewer Line Study P1 \900-PS&E\901—Plans\PL—TITLE-01.dwg Know what's below. Call before you dig. CITY OF ROLLING HILLS CALIFORNIA PRELIMINARY CONSTRUCTION CONCEPT PLANS REVISIONS NO. INITIAL DESCRIPTION APPROVED BY DATE F 0 R SEWER STUDY FOR CONNECTION TO CITY HALL PROJECT LOCATIO WI L LDAN extending Engineering reach 2401 East Katela Ave, Suite 300, Anaheim, Callornis 92806 714/978-8200 fax 714/978-8299 VICI\ ITY N AP P�oJ SCALE: AS SHOWN NO SCALE ^CT LOCATIO\ NO SCALE V DATE AP DRAWN BY AE 10/15/19 DESIGNED BY AE, CS 10/15/19 CHECKED BY CS 10/15/19 PREPARED UNDER THE SUPERVISION OF 10/15/19 TYRONE PETER, P.E. R.C.E. 81888 DATE CITY OF ROLLING HILLS CITY ADDRESS No. 2 PORTUGUESE BEN ROAD, ROLLING HILLS, CA 90274 CITY OF ROLLING HILLS APPROVED PUBLIC WORKS DIRECTOR: DATE SEWER STUDY FOR CONNECTION TO CITY HALL TITLE SHEET SHEET 10F S DWG. NO. I —T HIITII'II� IT L 0 0 0 N :46am Plotted Bv: A 0) O 0 U 0 0) O c W V7 0 0 a. 0 rn a I O O rn 0 U:\107599 RH Sewer Line Study PROFILE SCALE HORIZ.: 1 "= 20' VERT.: 1 "= 4' _. ��--- 250-_-_ --240 LACSD MH 2126 TORRANCE MH #8 I-- L 230-- 1+00 L BREAK INTO EXISTING MANHOLE AND CONNECT 10"-VCP_ 1 I I I I 1 / �l EXIST 72" STORM DRAIN XIST 54" CMP 00 EXISTING GRADE TOP OF PIPE 10" VCP AT EXIST 8" VCP CONSTRUCT 204 10" VCP 20 1" = 20'N LF TORRANCE MH #9 BREAK INTO EXISTING MANHOLE AND CONNECT 10" VCP 1-Z:4 r»''''< 10 0 20 40 SCALE FEET 3+00 EXIST 8" VCP 4-i 00 Know what's below. CaII before you dig. REVISIONS NO. INITIAL DESCRIPTION APPROVED BY DATE WI L LDAN extending Engineering reach 2401 Eaat Kaiak Ave, Site 300, Anaheim, Callona 92806 714/978-8200 fax 714/978-8299 SCALE: AS SHOWN DATE DRAWN BY AE 10/15/19 DESIGNED BY AE, CS 10/15/19 CHECKED BY CS 10/15/19 PREPARED UNDER THE SUPERVISION OF 10/15/19 TYRONE PETER, P.E. R.C.E. 81888 DATE CITY OF ROLLING HILLS CITY ADDRESS No. 2 PORTUGUESE BEN ROAD, ROLUNG HILLS, CA 90274 CITY OF ROLLING HILLS APPROVED PUBLIC WORKS DIRECTOR: DATE SEWER STUDY FOR CONNECTION TO CITY HALL PLAN AND PROFILE STATION 1+35 TO STATION 3+40 SHEET 2 OF 3 DWG. NO. l Li